CN101476989A - Progressive health monitoring method for cable system in cable structure based on mixed monitoring - Google Patents

Abstract

The invention relates to an incremental health monitoring method in a cable system of a cable structure based on hybrid monitoring, which takes that linear relation between current value vectors of values to be monitored and initial value vectors of the values to be monitored, and the linear relation between unit damage value change arrays of the values to be monitored and current nominal damage vectors are similar into consideration on the premise of taking various parameters as values to be monitored, in particular when damaged cables are more or damage extent is larger, the linear relation characteristic is more obvious. In order to overcome the defect, the invention provides a method for using the linear relations to perform piecewise approximation on nonlinear relations based on the hybrid monitoring, divides a large interval into a plurality of continuous small intervals; in the small intervals, the linear relations are accurate enough and proper algorithms such as multiobjective optimization algorithm are utilized to calculate noninferior solutions of current cable damage vectors, and then positions of the damaged cables and the damage extent of the cables are determined accurately.

Description

Progressive health monitoring method based on cable system in the Cable Structure of hybrid monitoring

Technical field

The present invention is based on hybrid monitoring to the multiclass parameter, a kind of identification Cable Structure (particularly large-scale Cable Structure is disclosed, for example large-scale cable-stayed bridge, suspension bridge) cable system (referring to all ropeway carrying-ropes) in the progressive health monitoring method of damaged cable, belong to the engineering structure health monitoring field.

Background technology

Cable system is the key components of Cable Structure normally, its inefficacy usually brings the inefficacy of total, the damaged cable of discerning based on structural health monitoring technology in the cable system of Cable Structure (particularly large-scale Cable Structure, for example large-scale cable-stayed bridge, suspension bridge) is a kind of method that has potentiality.Structural health monitoring technology mainly by the monitoring to Suo Li, is discerned damaged cable and degree of injury thereof according to the variation of Suo Li at present.Yet with regard to single rope, its Suo Li changes to be had clear and definite with its health status (degree of injury), the relation of monotone variation, but, when this root rope is a Cable Structure (particularly large-scale Cable Structure, for example large-scale cable-stayed bridge, during in cable system suspension bridge) one, because the Suo Li of each Gent standing wire changes the influence that not only is subjected to its self health status, also be subjected to the influence of other rope health status, therefore when observing the variation of Suo Li of each Gent standing wire, even under this Suo Xiangtong health status (identical degree of injury or not damaged) condition, also can monitor its Suo Li changes negative just suddenly suddenly, suddenly big or suddenly small phenomenon, this identification to damaged cable is very disadvantageous.In fact, the health status of each root rope is except meeting influences the Suo Li of all ropes, also can influence the distortion or the strain of Cable Structure, also can influence the shape or the volume coordinate of Cable Structure, also can cause variation (for example arbitrarily variation of the angle coordinate of the straight line of any this point of mistake in any section of body structure surface of angle coordinate of any imaginary line of the every bit of Cable Structure, the perhaps body structure surface variation of the angle coordinate of the normal of any arbitrarily), all these change the health status information that has all comprised cable system, that is to say the health status of the blended data judgement structure that can utilize the multiclass parameter.

In order reliable monitoring and judgement to be arranged to the health status of the cable system of Cable Structure, the method of the variation of a multiclass parameter of can rational and effective setting up Cable Structure with the relation between the health status of all ropes in the cable system should be arranged, and the health monitoring systems of setting up based on this method can provide the health evaluating of believable cable system.

Summary of the invention

Technical matters: the progressive health monitoring method that the purpose of this invention is to provide cable system in a kind of Cable Structure of the hybrid monitoring based on the multiclass parameter, at Cable Structure (particularly large-scale Cable Structure, for example large-scale cable-stayed bridge, suspension bridge) in the health monitoring problem of cable system, monitor simultaneously based on multiclass parameter Cable Structure, disclose and a kind ofly set up ladderingly and analyzed the method that concerns between the health status of multiclass parametric data that monitoring record obtains, and then can monitor the method for health status of the cable system of Cable Structure rationally and effectively with cable system.

Technical scheme: the present invention is made up of the two large divisions.Be respectively: one, set up the required knowledge base of the health monitoring systems of cable system of Cable Structure and the method for parameter, and based on the health status appraisal procedure of the cable system of knowledge base (containing parameter) and real measured data; Two, the software and hardware part of health monitoring systems.

First of the present invention: set up the method for required knowledge base of cable system health monitoring and parameter, and based on the health status appraisal procedure of the cable system of the Cable Structure of knowledge base (containing parameter) and real measured data.Can be successively circularly as follows, laddering carrying out, to obtain the health status assessment of cable system more accurately.

The first step: during circulation beginning each time, the cable system initial damage vector when at first needing to set up or set up this circulation beginning

(i=1,2,3 ...) and the Mechanics Calculation benchmark model A of structure ⁱ(finite element benchmark model for example, i=1,2,3 ...), subscript i represents the i time circulation.

The cable system initial damage vector that needs during the i time circulation beginning is designated as (as the formula (1)), use

Cable Structure when representing this time circulation beginning is (with Mechanics Calculation benchmark model A ⁱThe health status of cable system expression).

$d_o^i={\left[\begin{array}{cccccccccc}{d}_{o1}^i& d_{o2}^o& \·& \·& \·& d_{\mathrm{oj}}^i& \·& \·& \·& d_{\mathrm{oN}}^i\end{array}\right]}^T---\left(1\right)$

D in the formula (1) ⁱ _Oj(i=1,2,3 ..., j=1,2,3 ...., when N) the i time circulation of expression begins, Mechanics Calculation benchmark model A ⁱIn the initial damage value of j root rope of cable system, d ⁱ _OjBeing to represent j root rope not damaged at 0 o'clock, is to represent that this rope thoroughly lost load-bearing capacity at 100% o'clock, represents the load-bearing capacity of j root rope forfeiture corresponding proportion in the time of between 0 and 100%.

If total N root rope in the cable system is set up cable system initial damage vector during circulation beginning for the first time and (is designated as d according to formula (1) ^l _o) time, the data of utilizing the Non-Destructive Testing data etc. of rope can express the health status of rope are set up cable system initial damage vector d ^l _oIf when not having the data of the Non-Destructive Testing data of rope and other health status that can express rope, perhaps can think when the structure original state is the not damaged state vectorial d ^l _oEach element numerical value get 0.

The i time (i=2,3,4,5,6 ...) the cable system initial damage vector d of needs when circulation begins ⁱ _o, be preceding once (promptly the i-1 time, i=2,3,4,5,6 ...) the preceding calculating acquisition of loop ends, concrete grammar is described below.

The Mechanics Calculation benchmark model that need set up during the i time circulation beginning or the Mechanics Calculation benchmark model of having set up are designated as A ⁱ

The Mechanics Calculation benchmark model of the Cable Structure of setting up during circulation beginning for the first time is designated as A ¹, A ¹It is design drawing according to Cable Structure, the measured data of as-constructed drawing and Cable Structure (generally comprises the rope force data, the structure angle-data, shape data, spatial data, strain data, measured datas such as structural modal data, to cable-stayed bridge, suspension bridge and the rope force data of Yan Shiqiao, the bridge type data, strain data, angle-data, measured datas such as the modal data of bridge) etc. the data of original state when the reflection Cable Structure is built up, or the data of reflection Cable Structure current state when health monitoring systems is installed, utilize mechanics method (for example finite element method) to set up the Mechanics Calculation benchmark model of this structure (for example finite element benchmark model), the Structure Calculation data that calculate based on this calculating benchmark model are (to cable-stayed bridge, suspension bridge and the rope force data of Yan Shiqiao, the bridge type data, strain data, measured datas such as angle-data) must be very near its measured data, error generally must not be greater than 5%.Can guarantee like this to calculate the measured data of data (for example rope force data, strain data, angle-data, planform computational data and spatial coordinates calculation data etc.) when truly taking place near analog case reliably under the analog case of calculating gained on the benchmark model at this.

The i time (i=2,3,4,5,6 ...) when beginning circulation need Mechanics Calculation benchmark model Ai the time, be preceding once (promptly the i-1 time, i=2,3,4,5,6 ...) the preceding calculating acquisition of loop ends, concrete grammar is described below.

Existing Mechanics Calculation benchmark model A ¹With cable system initial damage vector d ^l _oAfter, model A ¹In the damage of each rope by vectorial d ^l _oExpress.At A ¹The basis on, the damage of all ropes is changed to 0, mechanical model A ¹The damage that is updated to all ropes all is that 0 mechanical model (is designated as A ⁰), mechanical model A ⁰Be actually the mechanical model of intact Cable Structure correspondence.Might as well claim model A ⁰Not damaged model A for Cable Structure ⁰

The monitored rope force data of structure is by M on the structure ₁The M of individual appointment rope ₁Individual rope force data is described, and the variation of structure Suo Li is exactly all variations of specifying the Suo Li of rope.Each total M ₁Individual cable force measurement value or calculated value characterize the rope force information of structure.M ₁Be one and be not less than 0, generally be not more than the integer of N.

The monitored strain data of structure can be by K on the structure ₂L individual specified point, that reach each specified point ₂The strain of individual assigned direction is described, and the variation of structural strain data is exactly K ₂The variation of all components of strain of individual specified point.Each total M ₂(M ₂=K ₂* L ₂) individual strain measurement value or calculated value characterize structural strain.M ₂Be one and be not less than 0, generally be not more than the integer of N.

The monitored angle-data of structure is by K on the structure ₃L individual specified point, that cross each specified point ₃H individual appointment straight line, each appointment straight line ₃Individual angle coordinate component is described, and the variation of structure angle is exactly variations all specified points, all appointments angle coordinate components straight line, all appointments.Each total M ₃(M ₃=K ₃* L ₃* H ₃) individual angle coordinate component measurement value or calculated value characterize the angle information of structure.M ₃Be one and be not less than 0, generally be not more than the integer of N.

The monitored shape data of structure is by K on the structure ₄L individual specified point, that reach each specified point ₄The volume coordinate of individual assigned direction is described, and the variation of planform data is exactly K ₄The variation of all coordinate components of individual specified point.Each total M ₄(M ₄=K ₄* L ₄) individual measurement of coordinates value or calculated value characterize planform.M ₄Be one and be not less than 0, generally be not more than the integer of N.

Comprehensive above-mentioned all monitored amounts, total has M (M=M ₁+ AM ₂+ M ₃+ M ₄) individual monitored amount, definition parameter K (K=M ₁+ K ₂+ K ₃+ K ₄), K and M generally must not be less than the quantity N of rope.Because M monitored amount can be dissimilar, so the present invention is called " based on the progressive health monitoring method of cable system in the Cable Structure of hybrid monitoring ".Use vectorial C ⁱ _o(i=1,2,3 ...) expression the i time (i=1,2,3,4,5,6 ...) initial value (referring to formula (2)) of the monitored amount of all appointments in when beginning circulation Cable Structure, C ⁱ _oBe called " the initial value vector of the i time monitored amount of circulation ".

$C_o^i={\left[\begin{array}{cccccccccc}{C}_{o1}^i& C_{o2}^i& \·& \·& \·& C_{\mathrm{ok}}^i& \·& \·& \·& C_{\mathrm{oM}}^i\end{array}\right]}^T---\left(2\right)$

C in the formula (2) ⁱ _Ok(i=1,2,3 ..., k=1,2,3 ..., M; M 〉=N; ) be k monitored amount in the i time when beginning circulation, the Cable Structure, T represents the transposition (back with) of vector.Vector C ⁱ _oBe to be formed according to certain series arrangement by the monitored amount of previously defined M, this is put in order there is no specific (special) requirements, only require all associated vector of back also in this order array data get final product.

During circulation beginning for the first time, the initial value vector C of monitored amount ^l _o(seeing formula (2)) is made up of measured data, because according to model A ¹The initial value of calculating the monitored amount of gained approaches corresponding measured value reliably, in the narration of back, will represent this calculated value composition of vector and measured value composition of vector with prosign.

The i time (i=2,3,4,5,6 ...) the initial value vector C of the monitored amount of needs when circulation begins ⁱ _o, be preceding once (promptly the i-1 time, i=2,3,4,5,6 ...) the preceding calculating acquisition of loop ends, concrete grammar is described below.

Second step: circulation each time needs to set up " unit damage monitored numerical quantity transformation matrices ", and " unit damage monitored numerical quantity transformation matrices " that the i time circulation set up is designated as Δ C ⁱ(i=1,2,3 ...).

The Cable Structure " unit damage monitored numerical quantity transformation matrices " that circulation is for the first time set up is designated as Δ C ^lSet up Δ C ^lProcess as follows:

Mechanics Calculation benchmark model A in Cable Structure ¹The basis on carry out several times and calculate, equal the quantity of all ropes on the calculation times numerical value.(original damage can be 0 in original damage to have only a rope in the cable system of calculating hypothesis each time, can not be 0 also) the basis on increase unit damage (the monitored numerical quantity that unit damage should be less and it causes changes and can accurately be identified by sensor, for example gets 10% damage and is unit damage) again.Calculate for convenient, when setting unit damage in the circulation each time can all be structural health conditions during this time circulation beginning as being healthy fully, and set on this basis unit damage (in subsequent step, damage numerical value that calculate, rope---be called name damage d ⁱ _c(i=1,2,3 ...), all with respect to this time when beginning circulation, with the health status of rope as being healthy fully speech, the name that the formula that therefore must foundation hereinafter provides will calculate is damaged and is converted into true damage.)。The rope of appearance damage was different from the rope that appearance damages in other time calculating during a round-robin calculated each time together, and supposed that each time the unit damage value of the rope that damage is arranged can be different from the unit damage value of other ropes, with " the vectorial D of nominal unit damage ⁱ _u" (as the formula (3)) write down the unit damage of the supposition of all ropes in each time circulation, circulation time is designated as D for the first time ^l _uCalculate each time all utilize mechanics method (for example finite element method) calculate Cable Structure, the current calculated value of the M of appointment monitored amount in front, the current calculated value that calculates gained M monitored amount is each time formed one " the current numerical value vector of the calculating of monitored amount ", and (when hypothesis j root rope had unit damage, available formula (4) was represented the current numerical value vector of the calculating C of M monitored amount of all appointments ^l _Tj); The current numerical value vector of the calculating of the monitored amount that calculates each time deducts the initial value vector C of monitored amount ^l _o, the gained vector is exactly that " the numerical value change vector of monitored amount " of (is mark with the position of rope that unit damage is arranged or numbering etc.) (when j root rope has unit damage, used δ C under this condition ^l _jThe numerical value change vector of representing monitored amount, δ C ^l _jDefinition see formula (5), formula (6) and formula (7), formula (5) deducts after the formula (2) again divided by vectorial D for formula (4) ^l _uJ element D _UjGained), the numerical value change of monitored amount vector δ C ^l _jEach element representation since when calculating supposition the unit damage (D for example of the Na Gensuo (for example j root rope) of unit damage is arranged _Uj), and the numerical value change amount of the pairing monitored amount of this element that causes is with respect to the unit damage D of supposition _UjRate of change; There is N root rope that N " the numerical value change vector of monitored amount " just arranged, the numerical value change vector of each monitored amount has M (general, the individual element of M 〉=N) is formed " the unit damage monitored numerical quantity transformation matrices Δ C that M * N element arranged successively by this N " the numerical value change vector of monitored amount " ^l" (the capable N row of M), each vectorial δ C ^l _j(j=1,2,3 ...., N) be matrix Δ C ^lOne row, Δ C ^lDefinition as the formula (8).

$D_u^i={\left[\begin{array}{cccccccccc}{D}_{u1}^i& D_{u2}^i& \·& \·& \·& D_{\mathrm{uj}}^i& \·& \·& \·& D_{\mathrm{uN}}^i\end{array}\right]}^T---\left(3\right)$

Nominal unit damage vector D in the formula (3) ⁱ _uElement D ⁱ _Uj(i=1,2,3, J=1,2,3 ...., N) the unit damage numerical value of the j root rope of supposition in the i time circulation of expression, vectorial D ⁱ _uIn the numerical value of each element can be the same or different.

$C_{\mathrm{tj}}^i={\left[\begin{array}{cccccccccc}{C}_{\mathrm{tk}1}^i& C_{\mathrm{tk}2}^i& \·& \·& \·& C_{\mathrm{tjk}}^i& \·& \·& \·& C_{\mathrm{tjM}}^i\end{array}\right]}^T---\left(4\right)$

Elements C in the formula (4) ⁱ _Tjk(i=1,2,3 ...; J=1,2,3 ...., N; K=1,2,3 ...., M; When the i time circulation of the expression of M 〉=N) has unit damage owing to j root rope, according to the current numerical value of calculating of the monitored amount of pairing k the appointment of coding rule.

$\mathrm{\δ}{C}_j^i=\frac{C_{\mathrm{tj}}^i-C_o^i}{D_{\mathrm{uj}}^i}---\left(5\right)$

The subscript i of each amount in the formula (5) (i=1,2,3 ...) the i time circulation of expression, subscript j (j=1,2,3 ...., N) expression j root rope has unit damage, D in the formula ⁱ _UjBe vectorial D ⁱ _uIn j element.Vector δ C ⁱ _jDefinition as the formula (6), δ C ⁱ _jK (k=1,2,3 ...., M; The individual element δ C of M 〉=N) ⁱ _JkRepresent to set up matrix Δ C in the i time circulation ⁱThe time, suppose that the change amount of calculating a gained k monitored amount when j root rope has unit damage is with respect to the unit damage D that supposes ⁱ _UjRate of change, it defines as the formula (7).

$\mathrm{\δ}{C}_j^i={\left[\begin{array}{cccccccccc}{\mathrm{\δC}}_{j1}^i& {\mathrm{\δC}}_{j2}^i& \·& \·& \·& {\mathrm{\δC}}_{\mathrm{jk}}^i& \·& \·& \·& {\mathrm{\δC}}_{\mathrm{jM}}^i\end{array}\right]}^T---\left(6\right)$

$\mathrm{\δ}{C}_{\mathrm{jk}}^i=\frac{C_{\mathrm{tjk}}^i-C_{\mathrm{ok}}^i}{D_{\mathrm{uj}}^i}---\left(7\right)$

The definition of each amount has been previously described in the formula (7).

${\mathrm{\ΔC}}^i=\left[\begin{array}{cccccccccc}{\mathrm{\δC}}_1^i& {\mathrm{\δC}}_2^i& \·& \·& \·& {\mathrm{\δC}}_j^i& \·& \·& \·& {\mathrm{\δC}}_N^i\end{array}\right]---\left(8\right)$

Vectorial δ C in the formula (8) ⁱ _j(i=1,2,3 ....,, j=1,2,3 ...., N) in the i time circulation of expression, because j root rope has unit damage D ⁱ _UjCause, the relative value of all monitored amounts changes.Matrix Δ C ⁱThe coding rule of row (subscript j) and front vector d ⁱ _oThe coding rule of subscript j of element identical.

The 3rd step: the current health status of identification cable system.Detailed process is as follows.

I (i=1,2,3 ...) in the inferior circulation, cable system " current (calculating or actual measurement) numerical value vector C of monitored amount ⁱ" " the initial value of monitored amount vector C together ⁱ _o", " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" and " the vectorial d of current name damage ⁱ _c" between linear approximate relationship, shown in (9) or formula (10).

$C^i=C_o^i+\mathrm{\Δ}{C}^i\·d_c^i$ (9)

$C^i-C_o^i=\mathrm{\Δ}{C}^i\·d_c^i$ (10)

Current (calculating or actual measurement) numerical value vector C of monitored amount in formula (9) and the formula (10) ⁱDefinition be similar to the initial value vector C of monitored amount ⁱ _oDefinition, see formula (11); The vectorial d of the current name damage of cable system ⁱ _cDefinition see formula (12).

$C^i={\left[\begin{array}{cccccccccc}{C}_1^i& C_2^i& \·& \·& \·& C_k^i& \·& \·& \·& C_M^i\end{array}\right]}^T---\left(11\right)$

Elements C in the formula (11) ⁱ _k(i=1,2,3 ....; K=1,2,3 ...., M; M 〉=N) be the i time circulation time Cable Structure, according to the current numerical value of the monitored amount of the pairing k of being numbered of coding rule.

$d_c^i={\left[\begin{array}{cccccccccc}{d}_{c1}^i& d_{c2}^i& \·& \·& \·& d_{\mathrm{cj}}^i& \·& \·& \·& d_{\mathrm{cN}}^i\end{array}\right]}^T---\left(12\right)$

D in the formula (12) ⁱ _Cj(i=1,2,3 ....; J=1,2,3 ...., N) be the current nominal impairment value of cable system j root rope in the i time circulation, vectorial d ⁱ _cThe coding rule and the matrix Δ C of subscript j of element ⁱThe coding rule of row identical.

When the rope actual damage was not too big, because the Cable Structure material still is in the linear elasticity stage, the distortion of Cable Structure was also less, and the represented a kind of like this linear relationship of formula (9) or formula (10) is less with the error of actual conditions, and error can be used error vector e ⁱ(formula (13)) definition, the error of linear relationship shown in expression (9) or the formula (10).

$e^i=\mathrm{abs}(\mathrm{\Δ}{C}^i\·d_c^i-C^i+C_o^i)---\left(13\right)$

Abs () is the function that takes absolute value in the formula (13), and each element of the vector of trying to achieve in the bracket is taken absolute value.

Because there are certain error in formula (9) or the represented linear relationship of formula (10), therefore can not be simply according to formula (9) or formula (10) and " current (actual measurement) numerical value vector C of monitored amount ⁱ" directly find the solution and obtain the vectorial d of Suo Dangqian name damage ⁱ _cIf done like this, the damage vector d that obtains ⁱ _cIn element in addition bigger negative value can appear, just negative damage, this obviously is irrational.Therefore obtaining rope damages vectorial d ⁱ _cAcceptable separating (promptly have reasonable error, but can be more accurately from cable system, determine the position and the degree of injury thereof of damaged cable) become a rational solution, available formula (14) is expressed this method.

$\mathrm{abs}(\mathrm{\Δ}{C}^i\·d_c^i-C^i+C_o^i)\≤g^i---\left(14\right)$

Abs () is the function that takes absolute value in the formula (14), and vectorial gi describes the reasonable deviation that departs from ideal linearity relation (formula (9) or formula (10)), is defined by formula (15).

$g^i={\left[\begin{array}{cccccccccc}{g}_1^i& g_2^i& \·& \·& \·& g_k^i& \·& \·& \·& g_M^i\end{array}\right]}^T---\left(15\right)$

G in the formula (15) ⁱ _k(i=1,2,3 ....; K=1,2,3 ...., M) maximum allowable offset that departs from the ideal linearity relation shown in formula (9) or the formula (10) in the i time circulation has been described.Vector g ⁱCan be according to the error vector e of formula (13) definition ⁱTentative calculation is selected.

Initial value vector C in monitored amount ⁱ _o(survey or calculate), Cable Structure unit damage monitored numerical quantity transformation matrices Δ C ⁱThe current numerical value vector C of (calculating) and monitored amount ⁱWhen (actual measurement obtains) is known, can utilize suitable algorithm (for example multi-objective optimization algorithm) to find the solution formula (14), obtain the vectorial d of the current name damage of cable system ⁱ _cAcceptable separating, the current actual damage of cable system vector d ⁱThe element of (formula (16) is seen in definition) can calculate according to formula (17), has just obtained Suo Dangqian actual damage vector d ⁱThereby, can be by d ⁱDetermine the position and the degree of injury of damaged cable, just realized the health monitoring of cable system.

$d^i={\left[\begin{array}{cccccccccc}{d}_1^i& d_2^i& \·& \·& \·& d_j^i& \·& \·& \·& d_N^i\end{array}\right]}^T---\left(16\right)$

D in the formula (16) ⁱ _j(i=1,2,3, J=1,2,3 ...., N) the actual damage value of j root rope in the i time circulation of expression, formula (17), d are seen in its definition ⁱ _jBeing to represent j root rope not damaged at 0 o'clock, is to represent that this rope thoroughly lost load-bearing capacity at 100% o'clock, represents the load-bearing capacity of j root rope forfeiture corresponding proportion in the time of between 0 and 100%, vectorial d ⁱThe coding rule of element and formula (1) in vectorial d ⁱ _oThe coding rule of element identical.

$d_j^i=1-(1-d_{\mathrm{oj}}^i)(1-d_{\mathrm{cj}}^i)---\left(17\right)$

D in the formula (17) ⁱ _Oj(i=1,2,3,4, J=1,2,3 ...., N) be vectorial d ⁱ _oJ element, d ⁱ _CjBe vectorial d ⁱ _cJ element.

The 4th step: judge whether to finish this (the i time) circulation, if, then finish the preceding tailing in work of this loop ends, for next time (promptly the i+1 time, i=1,2,3,4 ...) circulation preparation Mechanics Calculation benchmark model and necessary vector.Detailed process is as follows.

In this (the i time) circulation, try to achieve the vectorial d of current name damage ⁱ _cAfter, at first, set up mark vector F according to formula (18) ⁱ, formula (19) has provided mark vector F ⁱThe definition of j element; If mark vector F ⁱElement be 0 entirely, then in this circulation, continue health monitoring and calculating to cable system; If mark vector F ⁱElement be not 0 entirely, then finish subsequent step after, enter next time circulation.So-called subsequent step is: at first, according to formula (20) calculate next time (promptly the i+1 time, i=1,2,3,4 ...) the required initial damage vector d of circulation ^I+l _oEach element d ^I+1 _OjThe second, at Mechanics Calculation benchmark model A ⁱ(i=1,2,3,4 ...) or the not damaged model A of Cable Structure ⁰The basis on, the health status situation that makes rope is d ^I+l _oThe back upgrade and to obtain next time (the i+1 time, i=1,2,3,4 ...) the required Mechanics Calculation benchmark model A of circulation ^I+1At last, by to Mechanics Calculation benchmark model A ^I+1The initial value that calculates monitored amount, by its form next time (promptly the i+1 time, i=1,2,3,4 ...) required " the initial value vector C of monitored amount of circulation ^I+1 _o" (i=1,2,3,4 ...).

$F^i={\left[\begin{array}{cccccccccc}{F}_1^i& F_2^i& \·& \·& \·& F_j^i& \·& \·& \·& F_N^i\end{array}\right]}^T---\left(18\right)$

Mark vector F in the formula (18) ⁱSubscript i represent the i time the circulation, its element F ⁱ _j(j=1,2,3 ..., subscript j N) represents the damage characteristic of j root rope, can only get 0 and 1 two amount, concrete value rule is seen formula (19).

$F_j^i=\left\{\begin{array}{ccc}0,& \mathrm{if}& d_{\mathrm{cj}}^i<D_{\mathrm{uj}}^i\\ 1,& \mathrm{if}& d_{\mathrm{cj}}^i\&GreaterEqual;D_{\mathrm{uj}}^i\end{array}\right.---\left(19\right)$

Element F in the formula (19) ⁱ _jBe mark vector F ⁱJ element, D ⁱ _UjBe nominal unit damage vector D ⁱ _uJ element (seeing formula (3)), d ⁱ _CjBe the vectorial d of the current name damage of cable system ⁱ _cJ element (seeing formula (12)), they all represent the relevant information of j root rope.

$d_{\mathrm{oj}}^{i+1}=1-(1-d_{\mathrm{oj}}^i)(1-D_{\mathrm{uj}}^i{F}_j^i)---\left(20\right)$

D in the formula (20) ⁱ _UjBe nominal unit damage vector D ⁱ _uJ element (seeing formula (3)), d ⁱ _CjBe the vectorial d of the current name damage of cable system ⁱ _cJ element (seeing formula (12)).

Second portion of the present invention: the software and hardware part of health monitoring systems.Hardware components comprises monitoring system, signal picker and computing machine.Require monitoring in real time or quasi real time monitor the numerical value that each specifies monitored amount, the measuring method of these existing many maturations.Software should the following function of tool: software section should be finished the process that first of the present invention sets, i.e. the data in real time that at first transmits according to monitoring system or quasi real time analyze the current numerical value vector C that obtains monitored amount ⁱ, the unit damage monitored numerical quantity transformation matrices Δ C of the Cable Structure of reading pre-stored then ⁱ, monitored amount initial value vector C ⁱ _oWith nominal unit damage vector D ⁱ _u, find the solution formula (14) according to suitable algorithm (for example multi-objective optimization algorithm), obtain the vectorial d of current name damage of cable system ⁱ _cNoninferior solution, obtain the current actual damage of cable system vector d according to formula (17) ⁱ, just have reasonable error but can be more exactly from cable system, determine the position of damaged cable and separating of degree of injury thereof.Software section also will be according to the mark vector F that circulates and try to achieve each time ⁱConcrete condition judge whether to enter next time circulation.

The inventive method specifically comprises:

A. establish total N root rope, at first determine the coding rule of rope, with rope numberings all in the Cable Structure, this numbering will be used to generate the vector sum matrix in subsequent step by this rule;

B. determine the rope with monitored Suo Li of appointment, give these rope numberings; Determine the structural point with monitored strain of appointment, to these some numberings, determine with the point of monitored strain, with monitored should changing direction, and number; Determine the point with monitored angle coordinate of appointment, some that will monitor these specified points are specified the variation of the angle coordinate of straight lines, give all specified point numberings, determined the measured straight line of these measurement points, give the measured straight line numbering of all appointments, determine the measured angle coordinate component of each measured straight line, give all measured angle coordinate component numberings; Determine the point with monitored volume coordinate of appointment, will monitor the volume coordinate of these specified points, give all specified point numberings, determine coordinate components monitored point, monitored, and numbering.The number sum of above-mentioned all monitored point and the number sum of monitored amount generally must not be less than the quantity of rope.Above-mentioned numbering will be used to generate the vector sum matrix in subsequent step;

C. the data of utilizing the Non-Destructive Testing data etc. of rope can express the health status of rope are set up cable system initial damage vector d ^l _oIf when not having the data of the Non-Destructive Testing data of rope and other health status that can express rope, perhaps can think when the structure original state is the not damaged state vectorial d ^l _oEach element numerical value get 0.

D. setting up cable system initial damage vector d ^l _oThe time, directly measure the monitored amount of all appointments that calculate Cable Structure, form " the initial value vector C of monitored amount ^l _o";

E. setting up cable system initial damage vector d ^l _oInitial value vector C with monitored amount ^l _oThe time, actual measurement obtains the initial rope force data of all ropes of Cable Structure, and actual measurement obtains the initial geometric data of Cable Structure;

F. according to the above-mentioned measured data of design drawing, as-constructed drawing and the Cable Structure of Cable Structure, set up the mechanics model of Cable Structure, computational data based on this Model Calculation gained is approaching more good more with above-mentioned measured data, difference therebetween generally must not be greater than 5%, and this moment, this model was called as the Mechanics Calculation benchmark model A of structure ¹

G. at Mechanics Calculation benchmark model A ⁱThe basis on carry out the several times Mechanics Calculation, by calculate obtaining " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" and " nominal unit damage vector D ⁱ _u".Wherein i represents cycle index, and back i and subscript i represent cycle index, i=1, and 2,3 ...;

H. actual measurement obtain Cable Structure all specify the current measured value of monitored amount, form " the current numerical value vector C of monitored amount ⁱ".When numbering to the element of the institute's directed quantity that occurred before this step and this step, should use same coding rule, can guarantee the element each vector, that numbering is identical that occurs before this step and this step like this, represent same monitored amount, corresponding to vectorial defined relevant information under this element;

I. define the vectorial d of the current name damage of cable system ⁱ _cWith current actual damage vector d ⁱ, the element number of damage vector equals the quantity of rope, is one-to-one relationship between the element of damage vector and the rope, and the element numerical value of damage vector is represented the degree of injury or the health status of corresponding rope;

J. according to " the current numerical value vector C of monitored amount ⁱ" " the initial value of monitored amount vector C together ⁱ _o", " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" and " the vectorial d of current name damage ⁱ _c" between the linear approximate relationship that exists, this linear approximate relationship can be expressed as formula 1, removes d in the formula 1 ⁱ _cOther outer amount is known, finds the solution formula 1 and just can calculate the vectorial d of current name damage ⁱ _c

$C^i=C_o^i+\mathrm{\&Delta;}{C}^i\&CenterDot;d_c^i$ Formula 1

K. the current actual damage vector d that utilizes formula 2 to express ⁱWith initial damage vector d ⁱ _oWith the vectorial d of current name damage ⁱ _cElement between relation, calculate current actual damage vector d ⁱAll elements.

$d_j^i=1-(1-d_{\mathrm{oj}}^i)(1-d_{\mathrm{cj}}^i)$ Formula 2

J=1 in the formula 2,2,3 ..., N.

Because current actual damage vector d ⁱElement numerical value represent the degree of injury of corresponding rope, so according to current actual damage vector d ⁱJust can define the impaired and degree of injury of which rope, promptly realize the health monitoring of cable system in the Cable Structure; If the numerical value of a certain element of current actual damage vector is 0, represent that the pairing rope of this element is intact, do not damage; If its numerical value is 100%, represent that then the pairing rope of this element has completely lost load-bearing capacity; If its numerical value between 0 and 100%, is then represented this rope and has been lost the load-bearing capacity of corresponding proportion.

L. try to achieve the vectorial d of current name damage ⁱ _cAfter, set up mark vector F according to formula 3 ⁱ, formula 4 has provided mark vector F ⁱThe definition of j element;

$F^i={\left[\begin{array}{cccccccccc}{F}_1^i& F_2^i& \&CenterDot;& \&CenterDot;& \&CenterDot;& F_j^i& \&CenterDot;& \&CenterDot;& \&CenterDot;& F_N^i\end{array}\right]}^T$ Formula 3

$F_j^i=\left\{\begin{array}{ccc}0,& \mathrm{if}& d_{\mathrm{cj}}^i<D_{\mathrm{uj}}^i\\ 1,& \mathrm{if}& d_{\mathrm{cj}}^i\&GreaterEqual;D_{\mathrm{uj}}^i\end{array}\right.$ Formula 4

Element F in formula 3, the formula 4 ⁱ _jBe mark vector F ⁱJ element, D ⁱ _UjBe nominal unit damage vector D ⁱ _uJ element, d ⁱ _CjBe the vectorial d of the current name damage of cable system ⁱ _cJ element, they all represent the relevant information of j root rope.J=1 in two formulas, 2,3 ..., N.

If mark vector F m. ⁱElement be 0 entirely, then get back to h step and continue this circulation; If mark vector F ⁱElement be not 0 entirely, then enter next step, i.e. n step.

N. according to formula 5 calculate next time, i.e. the i+1 time required initial damage of circulation vector d ^I+l _oEach element d ^I+l _Oj

$d_{\mathrm{oj}}^{i+1}=1-(1-d_{\mathrm{oj}}^i)(1-D_{\mathrm{uj}}^i{F}_j^i)$ Formula 5

D in the formula 5 ⁱ _UjBe nominal unit damage vector D ⁱ _uJ element, d ⁱ _CjBe the vectorial d of the current name damage of cable system ⁱ _cJ element, F ⁱ _jBe mark vector F ⁱJ element.J=1 in the formula 5,2,3 ..., N.

O. at Mechanics Calculation benchmark model A ⁱThe basis on, the health status that makes rope is d ^I+l _oThe back renewal obtains next time, required Mechanics Calculation benchmark model A promptly circulates for the i+1 time ^I+1

P. pass through Mechanics Calculation benchmark model A ^I+1Calculate corresponding to model A ^I+1The numerical value of all monitored amounts of structure, these numerical value are formed next time, the vectorial C of initial value of the required monitored amount that promptly circulates for the i+1 time ^I+l _o

Q. get back to the g step, beginning is circulation next time.

In step g, obtain " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" concrete grammar be:

G1. at the Mechanics Calculation benchmark model A of structure ⁱThe basis on carry out the several times Mechanics Calculation, equal the quantity of all ropes on the calculation times numerical value, there is N root rope that N calculating is just arranged, calculating each time in the hypothesis cable system has only a rope to increase unit damage again on the basis of original damage, the rope that occurs damage in calculating each time is different from the rope that occurs damage in other time calculating, and supposition each time has the unit damage value of the rope of damage can be different from the unit damage value of other ropes, uses " nominal unit damage vector D ⁱ _u" write down the unit damage of the supposition of all ropes, calculate each time that all specify the current numerical value of monitored amount in the Cable Structure, the current numerical value of the monitored amount of all that calculate is formed one " the current numerical value vector of the calculating of monitored amount " each time.When hypothesis j root rope has unit damage, available C ⁱ _Tj" the current numerical value vector of the calculating of monitored amount " that expression is corresponding.When giving each vectorial element numbering in this step, should use same coding rule with other vector among the present invention, can guarantee any one element in each vector in this step like this, with element in other vector, that numbering is identical, expressed the relevant information of same monitored amount or same target.

G2. that calculates each time " the current numerical value of the calculating of monitored amount vector C ⁱ _Tj" deduct " initial value of monitored amount vector C ⁱ _o" obtain a vector, during all calculating divided by this, each element that again should vector obtains " numerical value change vector δ a C of monitored amount after the unit damage value of supposition ⁱ _j"; There is N root rope that N " the numerical value change vector of monitored amount " just arranged.

G3. form " the unit damage monitored numerical quantity transformation matrices Δ C that the N row are arranged successively by this N " the numerical value change vector of monitored amount " ⁱ"; Each row of " unit damage monitored numerical quantity transformation matrices " are corresponding to one " the numerical value change vector of monitored amount " in other words.The coding rule of the row of " unit damage monitored numerical quantity transformation matrices " and the vectorial d of current name damage ⁱ _cWith current actual damage vector d ⁱThe element coding rule identical.

Beneficial effect: system and method disclosed by the invention is having under the simultaneously impaired condition of more rope (for example more than 30 ropes or more than 30% rope) monitoring and evaluation very exactly go out the health status (position and the degree of injury that comprise all damaged cables) of cable system.This is because " the current numerical value vector C of monitored amount ⁱ" " the initial value of monitored amount vector C together ⁱ _o", " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" and " the vectorial d of current name damage ⁱ _c" between linear relationship be similar to; be actually nonlinear relation; when particularly more the or extent of damage is big at damaged cable; the nonlinear characteristic of the relation between the above-mentioned amount is more obvious; for overcoming this obstacle, the invention discloses a kind of health monitor method that approaches this nonlinear relationship in the minizone with linear relationship.In fact the present invention has used the method with linear relationship piecewise approximation nonlinear relationship, big interval is divided into minizone one by one, in each minizone internal linear relation all is enough accurately, the health status of the cable system that obtains according to its judgement also is reliably, and therefore system and method disclosed by the invention is very useful to effective health monitoring of cable system.

Embodiment

At the health monitoring of the cable system of Cable Structure (particularly large-scale Cable Structure, for example large-scale cable-stayed bridge, suspension bridge), the invention discloses a kind of system and method for health status of each root rope of the cable system that can monitor Cable Structure rationally and effectively.The following describes of embodiments of the invention in fact only is exemplary, and purpose never is to limit application of the present invention or use.

The algorithm that the present invention adopts is used for monitoring the health status of the cable system (all ropes) of Cable Structure (for example large-scale cable-stayed bridge, suspension bridge).During concrete enforcement, the following step is a kind of in the various steps that can take.

The first step: determine type, position and the quantity of monitored amount, and numbering.Detailed process is:

At first determine the coding rule of rope, all ropes are numbered by this rule.This numbering will be used to generate the vector sum matrix in subsequent step.

If total N root ropeway carrying-rope in the cable system, the monitored rope force data of structure is by M on the structure ₁The M of individual appointment rope ₁Individual rope force data is described, and the variation of structure Suo Li is exactly all variations of specifying the Suo Li of rope.Each total M ₁Individual cable force measurement value or calculated value characterize the rope force information of structure.M ₁Be one to be not less than 0, be not more than the integer of N.When reality was selected the rope of monitored Suo Li, the rope that can select those Suo Li to be easy to measure was monitored rope;

The monitored strain data of structure can be by K on the structure ₂L individual specified point, that reach each specified point ₂The strain of individual assigned direction is described, and the variation of structural strain data is exactly K ₂The variation of all components of strain of individual specified point.Each total M ₂(M ₂=K ₂* L ₂) individual strain measurement value or calculated value characterize structural strain.K ₂And M ₂Be two and be not less than 0, generally be not more than the integer of N.Each specified point can be exactly a near point the fixed endpoint (drag-line that for example is cable-stayed bridge is at the stiff end on the bridge) of each root rope, this point generally should not be a stress concentration point, avoiding occurring excessive strain measurement value, these points generally should all not be the fixed endpoints or in its vicinity of the rope of monitored Suo Li yet;

The monitored angle-data of structure is by K on the structure ₃L individual specified point, that cross each specified point ₃H individual appointment straight line, each appointment straight line ₃Individual angle coordinate component is described, and the variation of structure angle is exactly the variation of the angle coordinate component of all appointments all specified points, all appointment straight lines.Each total M ₃(M ₃=K ₃* L ₃* H ₃) individual angle coordinate component measurement value or calculated value characterize the angle information of structure.K ₃And M ₃Be two and be not less than 0, generally be not more than the integer of N.Each specified point can be exactly the fixed endpoint (drag-line that for example is cable-stayed bridge is at the stiff end on the bridge floor) or a near point it of each root rope, and " fixed endpoint of the rope of monitored Suo Li or point in its vicinity " and " point of monitored strain or point in its vicinity " generally should all be chosen as the point of monitored angle-data; Can only measure an angle coordinate of specifying straight line at each specified point, for example measure the body structure surface normal of specified point or the tangent line angle coordinate with respect to the acceleration of gravity direction, in fact be exactly measurement of dip angle here;

The monitored spatial data of structure is by K on the structure ₄L individual specified point, that reach each specified point ₄The volume coordinate of individual assigned direction is described, and the variation of structure space coordinate data is exactly K ₄The variation of all coordinate components of individual specified point.Each total M ₄(M ₄=K ₄* L ₄) individual measurement of coordinates value or calculated value characterize the structure space coordinate data.K ₄And M ₄Be two and be not less than 0, generally be not more than the integer of N.Each specified point can be exactly the fixed endpoint (for example being the stiff end of drag-line on bridge of cable-stayed bridge) of each root rope; " fixed endpoint of the rope of monitored Suo Li or point in its vicinity ", " point of monitored strain or point in its vicinity " and " point of monitored angle-data or point in its vicinity " generally should all be chosen as the point of monitored spatial data;

Comprehensive above-mentioned monitored data, total has M (M=M ₁+ M ₂+ M ₃+ M ₄) individual monitored amount, definition parameter K (K=M ₁+ K ₂+ K ₃+ K ₄), K and M generally must not be less than the quantity N of rope.Because M monitored amount can be dissimilar, so the present invention is called " based on the progressive health monitoring method of cable system in the Cable Structure of hybrid monitoring ".

Second step: the data of utilizing the Non-Destructive Testing data etc. of rope can express the health status of rope are set up cable system initial damage vector d ^l _oIf when not having the data of the Non-Destructive Testing data of rope and other health status that can express rope, perhaps can think when the structure original state is the not damaged state vectorial d ^l _oEach element numerical value get 0.

The 3rd step: set up cable system initial damage vector d ^l _oThe time, directly measure the monitored amount of all appointments that calculate Cable Structure, form " the initial value vector C of monitored amount ^l _o".

The 4th step: setting up cable system initial damage vector d ^l _oInitial value vector C with monitored amount ^l _oThe time, can adopt ripe measuring method to carry out cable force measurement, strain measurement, measurement of angle and volume coordinate and measure.Simultaneously, calculate the initial Suo Li and the Cable Structure original geometric form data (is exactly its initial bridge type data for cable-stayed bridge) of all ropes of Cable Structure after directly measuring or measuring, the original geometric form data of Cable Structure can be the spatial datas that the spatial data of the end points of all ropes adds a series of point on the structure, and purpose is just can determine according to these coordinate datas the geometric properties of Cable Structure.For cable-stayed bridge, the original geometric form data can be the spatial datas that the spatial data of the end points of all ropes adds some points on the bridge two ends, so-called bridge type data that Here it is.

Design drawing according to Cable Structure, the measured data of as-constructed drawing and Cable Structure (can comprise structure original geometric form data, the initial angle coordinate data, data such as the initial Suo Li of all ropes, to cable-stayed bridge, suspension bridge and the bridge type data of Yan Shiqiao, the angle coordinate data, data such as rope force data), utilize mechanics method (for example adopting finite element method) to set up the Mechanics Calculation benchmark model of this structure (for example finite element benchmark model), computational data based on this Model Calculation gained is approaching more good more with above-mentioned measured data, difference therebetween generally must not be greater than 5%, and this moment, this model was called as the Mechanics Calculation benchmark model A of structure ¹

The 5th step: the hardware components of pass line structural healthy monitoring system.Hardware components comprises at least: monitoring system (for example containing measurement of angle subsystem, cable force measurement subsystem, strain measurement subsystem, volume coordinate measurement subsystem, signal conditioner etc.), signal picker, the computing machine and the panalarm of communicating by letter of monitoring monitored amount.The monitored amount of each appointment all must arrive by monitored system monitoring; Monitoring system is monitored the monitored amount of each appointment, and transfers signals to signal (data) collector; Signal is delivered to computing machine through signal picker; Computing machine then is responsible for the health monitoring software of the cable system of operation Cable Structure, comprises the signal that the transmission of tracer signal collector comes; When monitoring rope when damage is arranged, the computer control communication panalarm to monitor staff, owner and (or) personnel of appointment report to the police.

The 6th step: establishment and the cable system health monitoring systems software of pass line structure on supervisory control comuter.All move this software at circulation time each time, this software is all the time in operation in other words.This software comprises following several functional module:

1. finish this step and be other calculating, control and monitoring work in steps, and can be according to the condition of setting (for example damage reaches a certain value), notice or prompting monitor staff notify specific technician to finish necessary evaluation work automatically.

2. read " the initial value vector C of monitored amount the data file on being stored in hard disc of computer ⁱ _o" and Cable Structure " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" wait all call parameters.Express cycle index with i among the present invention, i=1 when carrying out this step for the first time, back i and subscript i represent cycle index, i=1,2,3 ...; Express the relevant information of j root rope with j, j=1,2,3 ..., N.

3. the signal that transmits by signal picker of (or trigger-type) at random record regularly.

4. the signal to record carries out signal Processing, calculates the current numerical value of all monitored amounts to be measured, and the current numerical value of all monitored amounts is formed " the current numerical value vector C of monitored amount ⁱ".

5. according to " current (calculating or actual measurement) numerical value vector C of monitored amount ⁱ" " the initial value of monitored amount vector C together ⁱ _o", " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" and " the vectorial d of current name damage ⁱ _c" linear approximate relationship (seeing formula (9)) that exists between (the current nominal amount of damage by all ropes is formed), calculate the vectorial d of the current name damage of cable system according to multi-objective optimization algorithm ⁱ _cNoninferior solution.

The multi-objective optimization algorithm that can adopt has a variety of, for example: based on the multiple-objection optimization of genetic algorithm, based on the multiple-objection optimization of artificial neural network, based on the multi-objective optimization algorithm of population, multiple-objection optimization, leash law (Constrain Method), weighted method (Weighted Sum Method), goal programming method (Goal Attainment Method) or the like based on ant group algorithm.Because various multi-objective optimization algorithms all are conventional algorithms, can realize easily that this implementation step is that example provides and finds the solution the vectorial d of current name damage with the goal programming method only ⁱ _cProcess, the specific implementation process of other algorithm can realize in a similar fashion according to the requirement of its specific algorithm.

According to the goal programming method, formula (9) can transform the multi-objective optimization question shown in an accepted way of doing sth (21) and the formula (22), γ in the formula (21) ⁱBe a real number, R is a real number field, and area of space Ω has limited vectorial d ⁱ _cSpan (the present embodiment requirements vector d of each element ⁱ _cEach element be not less than 0, be not more than 1).The meaning of formula (21) is to seek the real number γ of an absolute value minimum ⁱ, make formula (22) be met.G (d in the formula (22) ⁱ _c) by formula (23) definition, weighing vector W in the formula (22) ⁱWith γ ⁱProduct representation formula (22) in G (d ⁱ _c) and vectorial g ⁱBetween the deviation that allows, g ⁱDefinition referring to formula (15), its value will the 8th the step calculate.Vector W during actual computation ⁱCan with vectorial g ⁱIdentical.The concrete programming of goal programming method realizes having had universal program directly to adopt.Just can be according to the goal programming method in the hope of the vectorial d of current name damage ⁱ _c

minimize γ ⁱ (21)

$\begin{array}{cc}{\mathrm{\&gamma;}}^i\&Element;R& d_c^i\&Element;\mathrm{\&Omega;}\end{array}$

$G\left(d_c^i\right)-W^i{\mathrm{\&gamma;}}^i\&le;g^i$ (22)

$G\left(d_c^i\right)=\mathrm{abs}(\mathrm{\&Delta;}{C}^i\&CenterDot;d_c^i-C^i+C_o^i)---\left(23\right)$

Try to achieve the vectorial d of current name damage ⁱ _cAfter, can be according to the vectorial d of the current actual damage that formula (17) obtain ⁱEach element, current actual damage vector d ⁱHave reasonable error exactly but can be more exactly from all ropes, determine the position of damaged cable and separating of degree of injury thereof.If the current actual damage vector d that solves ⁱThe numerical value of a certain element be 0, represent that the pairing rope of this element is intact, not damage; If its numerical value is 100%, represent that then the pairing rope of this element has completely lost load-bearing capacity; If its numerical value between 0 and 100%, is then represented this rope and has been lost the load-bearing capacity of corresponding proportion.

6. data systematic function.Can regularly or by the personnel operation health monitoring systems generate cable system health condition form.

7. warning function.Under specified requirements, automatically the operation communication panalarm to monitor staff, owner and (or) personnel of appointment report to the police.

The 7th step: at Mechanics Calculation benchmark model A ⁱCarry out the several times Mechanics Calculation on the basis, equal the quantity of all ropes on the calculation times numerical value, there is N root rope that N calculating is just arranged, calculating each time in the hypothesis cable system has only a rope to increase unit damage again on the basis of original damage, the rope that occurs damage in calculating each time in this circulation is different from the rope that occurs damage in other time calculating, and supposition each time has the unit damage value of the rope of damage can be different from the unit damage value of other ropes, uses " nominal unit damage vector D ⁱ _u" write down the unit damage of the supposition of all ropes; calculate (for example adopting finite element method) each time and obtain that all specify the current numerical value of monitored amount in the Cable Structure, the current numerical value of the monitored amount of all that calculate is formed one " the current numerical value vector of the calculating of monitored amount " each time.When hypothesis j root rope has unit damage, available C ⁱ _Tj" the current numerical value vector of the calculating of monitored amount " that expression is corresponding.That that calculates " the current numerical value of the calculating of monitored amount vector C each time ⁱ _Tj" deduct " initial value of monitored amount vector C ⁱ _o" obtain a vector, during all calculating divided by this, each element that again should vector obtains " numerical value change vector δ a C of monitored amount after the unit damage value of supposition ⁱ _j"; There is N root rope that N " the numerical value change vector δ C of monitored amount just arranged ⁱ _j" (j=1,2,3 ..., N).Form " the unit damage monitored numerical quantity transformation matrices Δ C that the N row are arranged successively by this N " the numerical value change vector of monitored amount " ⁱ"; " unit damage monitored numerical quantity transformation matrices Δ C in other words ⁱ" each row (for example j row) corresponding to one " the numerical value change vector of monitored amount " (δ C for example ⁱ _j).The coding rule of the row of " unit damage monitored numerical quantity transformation matrices " and the vectorial d of current name damage ⁱ _cWith current actual damage vector d ⁱThe element coding rule identical.

Reach in this step when giving each vectorial element numbering thereafter, should use same coding rule with other vector among the present invention, can guarantee any one element in each vector in this step like this, with element in other vector, that numbering is identical, expressed the relevant information of same monitored amount or same target.

The 8th step: set up linear relationship error vector e ⁱWith vectorial g ⁱUtilize data (" the initial value vector C of monitored amount of front ⁱ _o", " unit damage monitored numerical quantity transformation matrices Δ C ⁱ"), when the 7th step calculated each time, promptly in calculating each time, have only in the hypothesis cable system increase unit damage again on the basis of rope in original damage in, calculate each time and form a vectorial d of damage ⁱ _t, damage vectorial d ⁱ _tElement number equal the quantity of rope, vectorial d ⁱ _tAll elements in have only the numerical value of an element to get to calculate each time in hypothesis increase the unit damage value of the rope of unit damage, d ⁱ _tThe numerical value of other element get 0, that is not numbering and the supposition of 0 the element corresponding relation that increases the rope of unit damage, be identical with the element of the same numbering of other vectors with the corresponding relation of this rope; With C ⁱ _Tj, C ⁱ _o, Δ C ⁱ, d ⁱ _tBring formula (13) into, obtain a linear relationship error vector e ⁱ, calculate a linear relationship error vector e each time ⁱThere is N root rope that N calculating is just arranged, N linear relationship error vector e just arranged ⁱ, with this N linear relationship error vector e ⁱObtain a vector after the addition, the new vector that each element of this vector is obtained after divided by N is exactly final linear relationship error vector e ⁱVector g ⁱEqual final error vector e ⁱWith vectorial g ⁱBe kept on the hard disc of computer of operation health monitoring systems software, use for health monitoring systems software.

The 9th step: will " the initial value vector C of monitored amount ⁱ _o" and " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" etc. parameter be kept on the hard disc of computer of operation health monitoring systems software in the mode of data file.

The tenth step: the cable system health monitoring systems system (containing hardware and software) of operation Cable Structure, finish following several function:

1. read " the initial value vector C of monitored amount the data file on being stored in hard disc of computer ⁱ _o" and Cable Structure " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" wait all call parameters.

2. the signal that transmits by signal picker of (or trigger-type) at random record regularly.

3. the signal to record carries out signal Processing, calculates the current numerical value of all monitored amounts to be measured, and the current numerical value of all monitored amounts is formed " the current numerical value vector C of monitored amount ⁱ".When numbering to the element of the institute's directed quantity that occurred before this step and this step, should use same coding rule, can guarantee the element each vector, that numbering is identical that occurs before this step and this step like this, represent same monitored amount, corresponding to vectorial defined relevant information under this element.

4. according to " current (calculating or actual measurement) numerical value vector C of monitored amount ⁱ" " the initial value of monitored amount vector C together ⁱ _o", " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" and " the vectorial d of current name damage ⁱ _c" linear approximate relationship (seeing formula (9)) that exists between (the current nominal amount of damage by all ropes is formed), calculate the vectorial d of the current name damage of cable system according to multi-objective optimization algorithm ⁱ _cNoninferior solution.

5. data systematic function.Can regularly or by the personnel operation health monitoring systems generate cable system health condition form.

6. warning function.Under specified requirements, the operation communication panalarm is reported to the police to personnel such as monitoring automatically.

The 11 step:, promptly try to achieve the vectorial d of current name damage in the i time circulation in this circulation ⁱ _cAfter, set up mark vector F according to formula (18), formula (19) ⁱ

The 12 step: if mark vector F ⁱElement be 0 entirely, then got back to for the tenth step and continue this circulation; If mark vector F ⁱElement be not 0 entirely, then enter next step, i.e. the 13 step.

The 13 step: according to the initial damage vector d that formula (20) calculates next time, i.e. the i+1 time circulation is required ^I+l _oEach element d ^I+l _Oj

The 14 step: at Mechanics Calculation benchmark model A ⁱThe basis on, the health status that makes rope is the vectorial d that previous step calculates ^I+l _oAfter, obtain new Mechanics Calculation benchmark model, next time promptly the required Mechanics Calculation benchmark model A of (the i+1 time) circulation ^I+1

The 15 step: by to Mechanics Calculation benchmark model A ^I+1Calculate corresponding to model A ^I+1The numerical value of all monitored amounts of structure, these numerical value are formed next time, required vectorial C promptly circulates for the i+1 time ^I+l _o, i.e. the initial value vector of monitored amount.

The 16 step: got back to for the 7th step, beginning is circulation next time.

Claims (2)

1. progressive health monitoring method based on cable system in the Cable Structure of hybrid monitoring is characterized in that this method comprises:

A. establish total N root rope, at first determine the coding rule of rope, with rope numberings all in the Cable Structure, this numbering will be used to generate the vector sum matrix in subsequent step by this rule;

B. determine the rope with monitored Suo Li of appointment, give these rope numberings; Determine the structural point with monitored strain of appointment, to these some numberings, determine with the point of monitored strain, with monitored should changing direction, and number; Determine the point with monitored angle coordinate of appointment, some that will monitor these specified points are specified the variation of the angle coordinate of straight lines, give all specified point numberings, determined the measured straight line of these measurement points, give the measured straight line numbering of all appointments, determine the measured angle coordinate component of each measured straight line, give all measured angle coordinate component numberings; Determine the point with monitored volume coordinate of appointment, will monitor the volume coordinate of these specified points, give all specified point numberings, determine coordinate components monitored point, monitored, and numbering; The number sum of above-mentioned all monitored point and the number sum of monitored amount generally must not be less than the quantity of rope, and above-mentioned numbering will be used to generate the vector sum matrix in subsequent step;

C. the data of utilizing the Non-Destructive Testing data etc. of rope can express the health status of rope are set up cable system initial damage vector d ^I _oIf when not having the data of the Non-Destructive Testing data of rope and other health status that can express rope, perhaps can think when the structure original state is the not damaged state vectorial d ^I _oEach element numerical value get 0;

D. setting up cable system initial damage vector d ^I _oThe time, directly measure the monitored amount of all appointments that calculate Cable Structure, form " the initial value vector C of monitored amount ^I _o";

E. setting up cable system initial damage vector d ^I _oInitial value vector C with monitored amount ^I _oThe time, actual measurement obtains the initial rope force data of all ropes of Cable Structure, and actual measurement obtains the initial geometric data of Cable Structure;

F. according to the above-mentioned measured data of design drawing, as-constructed drawing and the Cable Structure of Cable Structure, set up the mechanics model of Cable Structure, computational data based on this Model Calculation gained is approaching more good more with above-mentioned measured data, difference therebetween generally must not be greater than 5%, and this moment, this model was called as the Mechanics Calculation benchmark model A of structure ^I

G. at Mechanics Calculation benchmark model A ⁱThe basis on carry out the several times Mechanics Calculation, by calculate obtaining " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" and " nominal unit damage vector D ⁱ _u"; Wherein i represents cycle index, and back i and subscript i represent cycle index, i=1, and 2,3 ...;

H. actual measurement obtain Cable Structure all specify the current measured value of monitored amount, form " the current numerical value vector C of monitored amount ⁱ"; during to the element numbering of the institute's directed quantity that occurred before this step and this step; should use same coding rule; can guarantee like this each vector of occurring before this step and this step, number identical element, represent same monitored amount, corresponding to vectorial defined relevant information under this element;

I. define the vectorial d of the current name damage of cable system ⁱ _cWith current actual damage vector d ⁱ, the element number of damage vector equals the quantity of rope, is one-to-one relationship between the element of damage vector and the rope, and the element numerical value of damage vector is represented the degree of injury or the health status of corresponding rope;

J. according to " the current numerical value vector C of monitored amount ⁱ" " the initial value of monitored amount vector C together ⁱ _o", " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" and " the vectorial d of current name damage ⁱ _c" between the linear approximate relationship that exists, this linear approximate relationship can be expressed as formula 1, removes d in the formula 1 ⁱ _cOther outer amount is known, finds the solution formula 1 and just can calculate the vectorial d of current name damage ⁱ _c

$C^i=C_o^i+\mathrm{\&Delta;}{C}^i\&CenterDot;d_c^i$ Formula 1

K. the current actual damage vector d that utilizes formula 2 to express ⁱWith initial damage vector d ⁱ _oWith the vectorial d of current name damage ⁱ _cElement between relation, calculate current actual damage vector d ⁱAll elements;

$d_j^i=1-(1-d_{\mathrm{oj}}^i)(1-d_{\mathrm{cj}}^i)$ Formula 2

J=1 in the formula 2,2,3 ..., N,

Because current actual damage vector d ⁱElement numerical value represent the degree of injury of corresponding rope, so according to current actual damage vector d ⁱJust can define the impaired and degree of injury of which rope, promptly realize the health monitoring of cable system in the Cable Structure; If the numerical value of a certain element of current actual damage vector is 0, represent that the pairing rope of this element is intact, do not damage; If its numerical value is 100%, represent that then the pairing rope of this element has completely lost load-bearing capacity; If its numerical value between 0 and 100%, is then represented this rope and has been lost the load-bearing capacity of corresponding proportion;

L. try to achieve the vectorial d of current name damage ⁱ _cAfter, set up mark vector F according to formula 3 ⁱ, formula 4 has provided mark vector F ⁱThe definition of j element;

$F^i={\left[\begin{array}{cccccc}{F}_1^i& F_2^i& \&CenterDot;\&CenterDot;\&CenterDot;& F_j^i& \&CenterDot;\&CenterDot;\&CenterDot;& F_N^i\end{array}\right]}^T$ Formula 3

$F_j^i=\left\{\begin{array}{ccc}0,& \mathrm{if}& d_{\mathrm{cj}}^i<D_{\mathrm{uj}}^i\\ 1,& \mathrm{if}& d_{\mathrm{cj}}^i\&GreaterEqual;D_{\mathrm{uj}}^i\end{array}\right.$ Formula 4

Element F in formula 3, the formula 4 ⁱ _jBe mark vector F ⁱJ element, D ⁱ _UjBe nominal unit damage vector D ⁱ _uJ element, d ⁱ _CjBe the vectorial d of the current name damage of cable system ⁱ _cJ element, they all represent the relevant information of j root rope.J=1 in two formulas, 2,3 ..., N;

If mark vector F m. ⁱElement be 0 entirely, then get back to h step and continue this circulation; If mark vector F ⁱElement be not 0 entirely, then enter next step, i.e. n step;

N. according to formula 5 calculate next time, i.e. the i+1 time required initial damage of circulation vector d ^I+1 _oEach element d ^I+1 _Oj

$d_{\mathrm{oj}}^{i+1}=1-(1-d_{\mathrm{oj}}^i)(1-D_{\mathrm{uj}}^i{F}_j^i)$ Formula 5

D in the formula 5 ⁱ _UjBe nominal unit damage vector D ⁱ _uJ element, d ⁱ _CjBe the vectorial d of the current name damage of cable system ⁱ _cJ element, F ⁱ _jBe mark vector F ⁱJ element.J=1 in the formula 5,2,3 ..., N;

O. at Mechanics Calculation benchmark model A ⁱThe basis on, the health status that makes rope is d ^I+1 _oThe back renewal obtains next time, required Mechanics Calculation benchmark model A promptly circulates for the i+1 time ^I+1

P. pass through Mechanics Calculation benchmark model A ^I+1Calculate corresponding to model A ^I+1The numerical value of all monitored amounts of structure, these numerical value are formed next time, the vectorial C of initial value of the required monitored amount that promptly circulates for the i+1 time ^I+1 _o

Q. get back to the g step, beginning is circulation next time.

2. the progressive health monitoring method based on cable system in the Cable Structure of strain monitoring according to claim 1 is characterized in that in step g, obtains " unit damage monitored numerical quantity transformation matrices Δ C ⁱ" method be:

G1. at the Mechanics Calculation benchmark model A of structure ⁱThe basis on carry out the several times Mechanics Calculation, equal the quantity of all ropes on the calculation times numerical value, there is N root rope that N calculating is just arranged, calculating each time in the hypothesis cable system has only a rope to increase unit damage again on the basis of original damage, the rope that occurs damage in calculating each time is different from the rope that occurs damage in other time calculating, and supposition each time has the unit damage value of the rope of damage can be different from the unit damage value of other ropes, uses " nominal unit damage vector D ⁱ _u" write down the unit damage of the supposition of all ropes, calculate each time that all specify the current numerical value of monitored amount in the Cable Structure, the current numerical value of the monitored amount of all that calculate is formed one " the current numerical value vector of the calculating of monitored amount " each time; When hypothesis j root rope has unit damage, use C ⁱ _Tj" the current numerical value vector of the calculating of monitored amount " that expression is corresponding; When giving each vectorial element numbering in this step, use same coding rule with other vector, can guarantee any one element in each vector in this step like this,, express the relevant information of same monitored amount or same target with element in other vector, that numbering is identical;

G2. that calculates each time " the current numerical value of the calculating of monitored amount vector C ⁱ _Tj" deduct " initial value of monitored amount vector C ⁱ _o" obtain a vector, during all calculating divided by this, each element that again should vector obtains " numerical value change vector δ a C of monitored amount after the unit damage value of supposition ⁱ _j"; There is N root rope that N " the numerical value change vector of monitored amount " just arranged;

G3. form " the unit damage monitored numerical quantity transformation matrices Δ C that the N row are arranged successively by this N " the numerical value change vector of monitored amount " ⁱ"; Each row of " unit damage monitored numerical quantity transformation matrices " are corresponding to one " the numerical value change vector of monitored amount " in other words; The coding rule of the row of " unit damage monitored numerical quantity transformation matrices " and the vectorial d of current name damage ⁱ _cWith current actual damage vector d ⁱThe element coding rule identical.