CN110470236A - A kind of flexible structure deformation reconstructing method being embedded in fiber grating - Google Patents

A kind of flexible structure deformation reconstructing method being embedded in fiber grating Download PDF

Info

Publication number
CN110470236A
CN110470236A CN201910735818.0A CN201910735818A CN110470236A CN 110470236 A CN110470236 A CN 110470236A CN 201910735818 A CN201910735818 A CN 201910735818A CN 110470236 A CN110470236 A CN 110470236A
Authority
CN
China
Prior art keywords
displacement
fiber grating
data
deformation
flexible structure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201910735818.0A
Other languages
Chinese (zh)
Other versions
CN110470236B (en
Inventor
周金柱
南荣昌
唐宝富
程春红
徐文华
蔡智恒
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CETC 14 Research Institute
Xian University of Electronic Science and Technology
Original Assignee
CETC 14 Research Institute
Xian University of Electronic Science and Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by CETC 14 Research Institute, Xian University of Electronic Science and Technology filed Critical CETC 14 Research Institute
Priority to CN201910735818.0A priority Critical patent/CN110470236B/en
Publication of CN110470236A publication Critical patent/CN110470236A/en
Application granted granted Critical
Publication of CN110470236B publication Critical patent/CN110470236B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B11/00Measuring arrangements characterised by the use of optical techniques
    • G01B11/16Measuring arrangements characterised by the use of optical techniques for measuring the deformation in a solid, e.g. optical strain gauge
    • G01B11/165Measuring arrangements characterised by the use of optical techniques for measuring the deformation in a solid, e.g. optical strain gauge by means of a grating deformed by the object

Abstract

The invention proposes a kind of flexible structure deformation reconstructing methods for being embedded in fiber grating to realize step for solving the larger technical problem of deformation reconstructed error existing in the prior art are as follows: (1) obtains target data HtWith source data Hs;(2) target data H is calculatedtImitative source data H 's;(3) training data H is obtained;(4) it establishes displacement and reconstructs pseudo- prediction model pτ;(5) it obtains Displacement-deformation and reconstructs equation;(6) the flexible structure deformation monitoring system of insertion fiber grating is established;(7) reconstruct displacement is solvedThe present invention gets rid of dependence of the modal method to dummy model, and reconstructed error is made to be no longer limited by the accuracy of dummy model, improves reconstructed error precision.

Description

A kind of flexible structure deformation reconstructing method being embedded in fiber grating
Technical field
The invention belongs to Radar Antenna System fields, and in particular to a kind of flexible structure deformation reconstruct for being embedded in fiber grating Method.
Background technique
The flexible structure for the certain keys developed in recent years, different degrees of will receive influence of the environment to its performance, than It is such as mounted on the skin antenna of the body structure surface of aircraft, warship and armored vehicle, due to wind and snow in Service Environment, is vibrated and outer Power impact etc. is some can not to resist factor, can all antenna array be caused to deform, and then cause the electrical property of skin antenna serious Deteriorate even disablement.For the sensing technology of embedded structure matrix, the variation of sensing external environment carry With the important function of information various in structure, fiber grating has high sensitivity, volume mass as a kind of novel sensor Small, electromagnetism interference is easily formed the advantages that distributed network, and with fiber grating implantation, wavelength-division multiplex, space division multiplexing Etc. the increasingly mature of technologies be widely used in the fields such as Radar Antenna System.In order to guarantee that the performance of flexible structure is wanted It asks, needs to reconstruct displacement by insertion fiber grating, accurately monitor the deformation of flexible structure.
The flexible structure deformation reconstructing method of insertion fiber grating has KO method and based on modal theory method, is managed based on mode It is to obtain modal coordinate by carrying out model analysis to structure, and then acquire reconstruct displacement by method.Since the displacement of reconstruct is As the basis of follow-up work, it requires and obtain high-precision reconstruct displacement with a small amount of sensor is efficient.With regard to current skill For art, restrict modal theory method reconstruction accuracy the main reason for be not directly available the modal information of flexible structure, and It is to be extracted by the dummy model close with flexible structure, the difference between them will result in biggish reconstructed error, example Such as: application publication number is CN 107103111A, entitled " the electronics function shape region feature point based on strain transducer The Chinese invention patent application of shifting field reconstructing method ", this method is based on Modal Analysis Theory, in the feelings that structural loads information is unknown Under condition, electronics function shape is reconstructed by the strain value that a small amount of strain transducer measures using strain-displacement transformational relation The displacement field of region feature point.In practical applications, since there are gaps between dummy model and material object, so being based on modal theory Strain-displacement transition matrix not can truly reflect mock-up measurement strain actual displacement between relationship, cause Deformation reconstructed error is larger.
Summary of the invention
It is an object of the invention to overcome the problems of the above-mentioned prior art, propose it is a kind of insertion fiber grating it is soft Property structural deformation reconstructing method, for solving the larger technical problem of deformation reconstructed error existing in the prior art.
To achieve the above object, the technical solution that the present invention takes includes the following steps:
(1) target data H is obtainedtWith source data Hs:
(1a) establishes the virtual mould all the same with the flexible structure material attribute of insertion fiber grating to be reconstructed and size Type;
(1b) sets the number of the flexible structure deformation of insertion fiber grating to be reconstructed as M, utilizes fiber-optic grating sensor The target strain value of M deformation of measurementThe displacement of targets value of M deformation is obtained using photogrammetric device measuringAnd it willWithIt is combined into target dataN group deformation test is carried out to dummy model simultaneously, obtains source dataWherein,Indicate the strain at the lower m sensor of jth time deformation to the flexible structure of insertion fiber grating Value,J=1,2 ..., M,Indicate the lower n mesh of jth time deformation to the flexible structure of insertion fiber grating The shift value of punctuate, t represent target data,Indicate the strain in dummy model at the lower m sensor of i-th deformation Value, i=1,2 ..., N,The shift value of the lower n target point of i-th deformation in expression dummy model, behalf source data, M < < N;
(2) target data H is calculatedtImitative source data H 's:
(2a) carries out model analysis using dummy model of the modal method to the flexible structure of insertion fiber grating, is strained Mode ψ and displacement modesAnd by ψ andCalculate strain-displacement transition matrix T, calculation formula are as follows: T∈Rn×m, then constructed by T, fs(x)=[TxT]T, wherein (ψTψ)-1It indicates to ψTψ inverts, ψTExpression seeks transposition to ψ, X is independent variable, xTIndicate the transposition to x, [TxT]TIt indicates to xTThe result transposition of premultiplication T;
(2b) is by target data HtInIt is brought into displacement reconstruct anticipation function fs(x) it in independent variable x, is exported ValueAnd by strain valueWith output valveThe matrix H of composition 'sAs HtImitative source data,
(3) training data H is obtained:
(3a) is by imitating source data H 'sAnd shift valueConstruct optimization object function And it solvesIn weight matrix Wherein,
(3b) passes through source data HsAnd weight matrixCalculating approaches displacement of targets valuePseudo- source shift value And it willWith HsInForm pseudo- target dataWhereinExpression source number According to HsMultiplied by weight matrix
(3c) is to pseudo- target dataWith target data HtIt merges, obtains training data H,H∈R(N+M)×(m+n)
(4) it establishes displacement and reconstructs pseudo- prediction model pτ:
(4a) sets the number of iterations as τ, and the coefficient of τ is wτ, wτ∈R1×(N+M), wτIn k-th of element be Maximum number of iterations is J, and enables τ=1;
(4b) is by wτInput of the 1st Dao the m column as extreme learning machine algorithm in H, by wτM+1 to n column conduct in H The output of extreme learning machine algorithm calculates displacement and reconstructs pseudo- prediction model pτ(ε), wherein ε indicates pτThe input of (ε), ε ∈ R1 ×m
(4c) calculates alignment error μτ:
Calculate training error coefficient eτ, and pass through eτCalculate alignment error μτ:
eτ=E/Dτ
Wherein, E indicates predictive displacement in the τ times iterationTraining miss
Difference, It indicates's 1 norm,It indicates1 norm, DτIndicate predictive displacement in the τ times iterationMaximum training error,||qa-pτa) | | indicate qa-pτa) 1 norm, | | qa| | indicate qa1 model Number,Indicate eτIn k-th of element;
(4d) judges μτWhether >=0.5 or τ >=J is true, if so, the p that step (4b) is obtainedτ(ε) is used as trained position It moves and reconstructs pseudo- prediction model pτ, otherwise, execute step (4e);
(4e) enables τ=τ+1, while to coefficient wτIt is updated, and executes step (4b), wherein wτMore new formula are as follows:
Wherein, ατ-1τ-1/(1-μτ-1),BτIndicate normaliztion constant,Indicate eτ In k-th of element;
(5) it obtains Displacement-deformation and reconstructs equation:
(5a) strains sourcePseudo- prediction model p is reconstructed as trained displacementτThe input of (ε) obtains predictive displacement value And by predictive displacement valueWith displacement of targets valueIt is combined into pseudo- displacement of targets data Source is displaced simultaneouslyWith output valveIt is combined into pseudo- source displacement data Then it calculatesWithBetween error delta,
(5b) is by source strain valueWith target strain valueAs the input of extreme learning machine algorithm, using error delta as pole The output of learning machine algorithm is limited, error correction function is solvedAnd pass throughBuilding displacement reconstruct equation:Wherein,It indicatesInput,Indicate reconstruct displacement;
(6) the flexible structure deformation monitoring system of insertion fiber grating is established:
Establish the flexible structure deformation prison of the insertion fiber grating including data terminal, R-T unit and deformation monitoring center Examining system, wherein the data terminal is demodulated for the wavelength change to fiber grating, to obtain strain information, and It receives and is displaced by the reconstruct that the deformation monitoring center that R-T unit forwards obtains;The R-T unit is used for data terminal The strain information of acquisition is sent to shape changing detection center, while the reconstruct displacement that shape changing detection center obtains is sent to data end End;The shape changing detection center, for carrying out displacement reconstruct to strain information;
(7) reconstruct displacement is solved
Wave of the data terminal in flexible structure deformation monitoring system that (7a) passes through insertion fiber grating to fiber grating Long variation is demodulated, and strain information is obtainedAnd deformation monitoring center is sent to by R-T unit;
(7b) will be strainedIt is input to displacement reconstruct equationIn, obtain the flexible knot of insertion fiber grating The reconstruct of structure is displacedAnd it will by R-T unitIt is sent to data terminal.
Compared with the prior art, the invention has the following advantages:
1. the present invention uses majorized functionReduce source data HsWith target data HtBetween gap, obtain Approach displacement of targets valuePseudo- source shift valueIt is equivalent to a small amount of target data HtProperty migrate to a large amount of Source data Hs, then with coefficient wτFurther enhance target data HtInfluence power so that with dummy model extract source data Hs It is more nearly target data Ht, it finally obtained displacement reconstruct equation to reconstruct displacement, and the prior art still passes through virtually Model extracts modal information, reconstructs displacement using strain-displacement transition matrix T, and do not do into one the data of extraction Step processing, so the present invention compared to existing technologies, gets rid of the reconstructing method based on modal theory to dummy model It relies on, so that reconstruction accuracy is no longer limited by the accuracy of dummy model, reduce reconstructed error;
2. the present invention using insertion fiber grating flexible structure deformation monitoring system in R-T unit, can will to weight The strain information of structure structure is sent to inspection center from data terminal, and the displacement of reconstruct is sent back to data end from inspection center The real-time Transmission of data may be implemented in end, and the prior art can only carry out strain information acquisition and displacement reconstruct, affect reconstruct Efficiency, and work limit will be reconstructed in ground, so the present invention is compared to existing technologies, it can more efficiently, accurately Reconstruct displacement is obtained, is laid the foundation for work such as later remote health monitorings.
Detailed description of the invention
Fig. 1 is implementation flow chart of the invention.
Fig. 2 is the structural schematic diagram of the flexible structure deformation monitoring system for the insertion fiber grating that the present invention uses.
Fig. 3 is the experimental situation figure of the present invention with the comparison of prior art reconstruction accuracy.
Specific embodiment
Below in conjunction with the drawings and specific embodiments, invention is further described in detail.
Referring to Fig.1, the present invention includes the following steps:
Step 1) obtains target data HtWith source data Hs:
Step 1a) it establishes and all the same virtual of the to be reconstructed flexible structure material attribute for being embedded in fiber grating and size Model can make dummy model be substantial access to the flexible structure of insertion fiber grating to be reconstructed in this way, acquire out dummy model Modal information, and use the reconstructing method based on modal theory, calculate transition matrix T;
Step 1b) set insertion fiber grating to be reconstructed flexible structure deformation number as M, utilize optical fiber grating sensing Device measures the target strain value of M deformationThe displacement of targets value of M deformation is obtained using photogrammetric device measuringAnd It willWithIt is combined into target dataN group deformation test is carried out to dummy model simultaneously, obtains source dataWherein,Indicate the strain at the lower m sensor of jth time deformation to the flexible structure of insertion fiber grating Value,J=1,2 ..., M,Indicate the lower n mesh of jth time deformation to the flexible structure of insertion fiber grating The shift value of punctuate, t represent target data,Indicate the strain in dummy model at the lower m sensor of i-th deformation Value, i=1,2 ..., N,The shift value of the lower n target point of i-th deformation in expression dummy model, behalf source data, M < < N, because being limited to the influence of environment and condition, M deformation is conditional, and for dummy model, can be with Remote super M times deformation test is carried out, this is also that cannot directly measure displacement, needs to reconstruct equation come one of the reason of reconstruct;
Step 2) calculates target data HtImitative source data H 's:
Step 2a) use modal method to carry out model analysis to the dummy model of the flexible structure of insertion fiber grating, it obtains Strain mode ψ and displacement modesAnd by ψ andCalculate strain-displacement transition matrix T, calculation formula are as follows:T∈Rn×m, then constructed by T, fs(x)=[TxT]T, wherein (ψTψ)-1It indicates to ψTψ inverts, ψTExpression seeks transposition to ψ, and x is independent variable, xTIndicate the transposition to x, [TxT]TIt indicates to xTThe result transposition of premultiplication T;
Step 2b) by target data HtInIt is brought into displacement reconstruct anticipation function fs(x) it in independent variable x, obtains defeated It is worth outAnd by strain valueWith output valveThe matrix H of composition 'sAs HtImitative source data,Because of source data HsWith target data HtMatrix cause diversified in specifications, cannot do directly Similar migration be converted into the imitative source data H ' with source data property so needing to handle datas, and and mesh Mark data HtSpecification is identical;
Step 3) obtains training data H:
Step 3a) by imitating source data H 'sAnd shift valueConstruct optimization object function And it solvesIn weight matrix Wherein,When constructing dummy model inevitably and wait reconstruct knot Structure generates difference, in order to eliminate this species diversity, more effectively utilizes more source data Hs, correct based on modal theory Reconstructing method bring error makes imitative source data H 'sClose to displacement of targetsJust construct optimization object function
Step 3b) pass through source data HsAnd weight matrixCalculate the pseudo- source shift value approached And it willWith HsInForm pseudo- target dataWhereinExpression source Data HsMultiplied by weight matrixGive source data HsMultiplied by weight coefficientAfterwards, its generation can be made close and displacement of targets valueSource shift value
Step 3c) to pseudo- target dataWith target data HtIt merges, obtains training data H,H∈R(N+M)×(m+n), by a large amount of source data HsIt is converted to and source data HtSimilar data, Also it is considered as migrating the property of target data to source data, takes full advantage of data;
Step 4) establishes displacement and reconstructs pseudo- prediction model pτ, pass through coefficient wτTo further enhance target data HtInfluence Power:
Step 4a) the number of iterations is set as τ, the coefficient of τ is wτ, wτ∈R1×(N+M), wτIn k-th of element be Maximum number of iterations is J, and enables τ=1;
Step 4b) by wτInput of the 1st Dao the m column as extreme learning machine algorithm in H, by wτM+1 to n in H, which is arranged, to be made For the output of extreme learning machine algorithm, calculates displacement and reconstruct pseudo- prediction model pτ(ε), wherein ε indicates pτThe input of (ε), ε ∈ R1 ×m
Step 4c) calculate alignment error μτ:
Calculate training error coefficient eτ, and pass through eτCalculate alignment error μτ:
eτ=E/Dτ
Wherein, E indicates predictive displacement in the τ times iterationTraining miss
Difference, It indicates's 1 norm,It indicates1 norm, DτIndicate predictive displacement in the τ times iterationMaximum training error,||qa-pτa) | | indicate qa-pτa) 1 norm, | | qa| | indicate qa1 model Number,Indicate eτIn k-th of element;
Step 4d) judge μτWhether >=0.5 or τ >=J is true, if so, the p that step (4b) is obtainedτ(ε) is used as and trains Displacement reconstruct pseudo- prediction model pτ, otherwise, execute step (4e);
Step 4e) τ=τ+1 is enabled, while to coefficient wτIt is updated, and executes step (4b), wherein wτMore new formula Are as follows:
Wherein, ατ-1τ-1/(1-μτ-1),BτIndicate normaliztion constant,Indicate eτ In k-th of element;
Step 5) obtains Displacement-deformation and reconstructs equation:
Step 5a) source is strainedPseudo- prediction model p is reconstructed as trained displacementτThe input of (ε), obtains prediction bits Shifting value And by predictive displacement valueWith displacement of targets valueIt is combined into pseudo- displacement of targets data Source is displaced simultaneouslyWith output valveIt is combined into pseudo- source displacement data Then it calculatesWithBetween error delta,
Step 5b) by source strain valueWith target strain valueAs the input of extreme learning machine algorithm, using error delta as The output of extreme learning machine algorithm solves error correction functionAnd pass throughBuilding displacement reconstruct equation:Wherein,It indicatesInput,It indicates reconstruct displacement, solves error correction functionIt is in order to the form by final displacement reconstruct equation characterization at modal method result and the sum of the margin of error, with specific function To show the error of modal method;
Step 6) establishes the flexible structure deformation monitoring system of insertion fiber grating, and structure is as shown in Fig. 2, include data The flexible structure deformation monitoring system of terminal, R-T unit and the insertion at deformation monitoring center fiber grating, wherein the number It according to terminal, is demodulated for the wavelength change to fiber grating, to obtain strain information, and receives and forwarded by R-T unit Deformation monitoring center obtain reconstruct displacement;The R-T unit, the strain information for obtaining data terminal are sent to Shape changing detection center, while the reconstruct displacement that shape changing detection center obtains is sent to data terminal;The shape changing detection center, For carrying out displacement reconstruct to strain information;The detection system of foundation facilitates long-range, quick realization displacement reconstruct, makes to be displaced Reconstruct is no longer limited by room and time, lays the foundation for subsequent work;
Step 7) solves reconstruct displacement
Step 7a) pass through the data terminal being embedded in the flexible structure deformation monitoring system of fiber grating to fiber grating Wavelength change is demodulated, and strain information is obtainedAnd deformation monitoring center is sent to by R-T unit;
Step 7b) it will strainIt is input to displacement reconstruct equationIn, obtain the flexibility of insertion fiber grating The reconstruct of structure is displacedAnd it will by R-T unitIt is sent to data terminal.
Below in conjunction with specific experiment, technical effect of the invention is described further:
1, experiment condition and content:
Finite element analysis is carried out in ANSYS18.0, and algorithm routine is run at MATLAB R2017a, it is shown in Fig. 3 It is tested under experimental situation.
To the present invention and the existing electronics function shape region feature point displacement field reconstructing method based on strain transducer Reconstruction accuracy compare verifying, the results are shown in Table 1.
2, analysis of experimental results:
Table 1
According to table 1 as can be seen that the present invention is better than the prior art in reconstructed error precision aspect, error is greatly reduced, This is because the present invention uses majorized functionThe gap between dummy model and practical structures is reduced, by a small amount of mesh Mark data HtProperty migrate to a large amount of source data Hs, using coefficient wτFurther enhance target data HtInfluence power, contracting Error brought by the reconstructing method based on modal theory is subtracted, therefore, just will lead to reconstruct accuracy of the invention and be higher than now There is technology.

Claims (3)

1. a kind of flexible structure deformation reconstructing method for being embedded in fiber grating, which comprises the steps of:
(1) target data H is obtainedtWith source data Hs:
(1a) establishes the dummy model all the same with the flexible structure material attribute of insertion fiber grating to be reconstructed and size;
(1b) sets the number of the flexible structure deformation of insertion fiber grating to be reconstructed as M, measures M using fiber-optic grating sensor The target strain value of secondary deformationThe displacement of targets value of M deformation is obtained using photogrammetric device measuringAnd it willWith It is combined into target dataN group deformation test is carried out to dummy model simultaneously, obtains source dataWherein,Indicate the strain at the lower m sensor of jth time deformation to the flexible structure of insertion fiber grating Value,J=1,2 ..., M,Indicate the lower n mesh of jth time deformation to the flexible structure of insertion fiber grating The shift value of punctuate, t represent target data,Indicate the strain in dummy model at the lower m sensor of i-th deformation Value, i=1,2 ..., N,The shift value of the lower n target point of i-th deformation in expression dummy model, behalf source data, M < < N;
(2) target data H is calculatedtImitative source data Hs':
(2a) carries out model analysis using dummy model of the modal method to the flexible structure of insertion fiber grating, obtains strain mode ψ and displacement modesAnd by ψ andCalculate strain-displacement transition matrix T, T ∈ Rn×m, it is pre- that displacement reconstruct is then constructed by T Survey function fs(x), fs(x)=[TxT]T, wherein x is independent variable, xTIndicate the transposition to x, [TxT]TIt indicates to xTPremultiplication T Result transposition;
(2b) is by target data HtInIt is brought into displacement reconstruct anticipation function fs(x) in independent variable x, output valve is obtainedAnd by strain valueWith output valveThe matrix H of composition 'sAs HtImitative source data,
(3) training data H is obtained:
(3a) is by imitating source data H 'sAnd shift valueConstruct optimization object function And it solvesIn weight matrixWherein,
(3b) passes through source data HsAnd weight matrixCalculating approaches displacement of targets valuePseudo- source shift valueAnd it willWith HsInForm pseudo- target dataWhereinTable Show source data HsMultiplied by weight matrix
(3c) is to pseudo- target dataWith target data HtIt merges, obtains training data H,H∈R(N+M)×(m+n)
(4) it establishes displacement and reconstructs pseudo- prediction model pτ:
(4a) sets the number of iterations as τ, and the coefficient of τ is wτ, wτ∈R1×(N+M), wτIn k-th of element be 1≤k≤N+M, maximum number of iterations J, and enable τ=1;
(4b) is by wτInput of the 1st Dao the m column as extreme learning machine algorithm in H, by wτM+1 to n column in H are used as the limit The output of learning machine algorithm calculates displacement and reconstructs pseudo- prediction model pτ(ε), wherein ε indicates pτThe input of (ε), ε ∈ R1×m
(4c) calculates alignment error μτ:
Calculate training error coefficient eτ, and pass through eτCalculate alignment error μτ:
eτ=E/Dτ
Wherein, E indicates predictive displacement in the τ times iterationTraining miss
Difference,E∈R(N+M)×1,It indicates1 norm,It indicates1 norm, DτIndicate predictive displacement in the τ times iterationMaximum training error,||qa-pτa) | | indicate qa-pτa) 1 norm, | | qa| | indicate qa1 model Number,Indicate eτIn k-th of element;
(4d) judges μτWhether >=0.5 or τ >=J is true, if so, the p that step (4b) is obtainedτ(ε) is as trained displacement weight Structure puppet prediction model pτ, otherwise, execute step (4e);
(4e) enables τ=τ+1, while to coefficient wτIt is updated, and executes step (4b), wherein wτMore new formula are as follows:
Wherein, ατ-1τ-1/(1-μτ-1),BτIndicate normaliztion constant,Indicate eτIn K-th of element;
(5) it obtains Displacement-deformation and reconstructs equation:
(5a) strains sourcePseudo- prediction model p is reconstructed as trained displacementτThe input of (ε) obtains predictive displacement valueAnd by predictive displacement valueWith displacement of targets valueIt is combined into pseudo- displacement of targets dataSource is displaced simultaneouslyWith output valveIt is combined into pseudo- source displacement dataThen it calculatesWithBetween error delta,
(5b) is by source strain valueWith target strain valueAs the input of extreme learning machine algorithm, learn error delta as the limit The output of machine algorithm solves error correction functionAnd pass throughBuilding displacement reconstruct equation:Its In,It indicatesInput,Indicate reconstruct displacement;
(6) the flexible structure deformation monitoring system of insertion fiber grating is established:
Establish the flexible structure deformation monitoring system of the insertion fiber grating including data terminal, R-T unit and deformation monitoring center System, wherein the data terminal is demodulated for the wavelength change to fiber grating, to obtain strain information, and is received The reconstruct displacement obtained by the deformation monitoring center that R-T unit forwards;The R-T unit, for obtaining data terminal Strain information be sent to shape changing detection center, while the reconstruct displacement that shape changing detection center obtains is sent to data terminal; The shape changing detection center, for carrying out displacement reconstruct to strain information;
(7) reconstruct displacement is solved
The data terminal in flexible structure deformation monitoring system that (7a) passes through insertion fiber grating becomes the wavelength of fiber grating Change is demodulated, and strain information is obtainedAnd deformation monitoring center is sent to by R-T unit;
(7b) will be strainedIt is input to displacement reconstruct equationIn, obtain the flexible structure of insertion fiber grating Reconstruct displacementAnd it will by R-T unitIt is sent to data terminal.
2. a kind of flexible structure deformation reconstructing method for being embedded in fiber grating according to claim 1, which is characterized in that step Suddenly strain described in (2a)-displacement transition matrix T, calculation formula are as follows:
Wherein, ψ is strain mode,For displacement modes, (ψTψ)-1It indicates to ψTψ inverts, ψTExpression seeks transposition to ψ.
3. a kind of flexible structure deformation reconstructing method for being embedded in fiber grating according to claim 1, which is characterized in that step Suddenly data terminal described in (6), including acquisition module and demodulation module, acquisition module are used to acquire the soft of insertion fiber grating The wavelength change of fiber grating in property structure;Wavelength change of the demodulation module for fiber grating is demodulated, to obtain strain Information.
CN201910735818.0A 2019-08-09 2019-08-09 Flexible structure deformation reconstruction method embedded into fiber bragg grating Active CN110470236B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910735818.0A CN110470236B (en) 2019-08-09 2019-08-09 Flexible structure deformation reconstruction method embedded into fiber bragg grating

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910735818.0A CN110470236B (en) 2019-08-09 2019-08-09 Flexible structure deformation reconstruction method embedded into fiber bragg grating

Publications (2)

Publication Number Publication Date
CN110470236A true CN110470236A (en) 2019-11-19
CN110470236B CN110470236B (en) 2020-12-08

Family

ID=68510520

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910735818.0A Active CN110470236B (en) 2019-08-09 2019-08-09 Flexible structure deformation reconstruction method embedded into fiber bragg grating

Country Status (1)

Country Link
CN (1) CN110470236B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111288912A (en) * 2020-03-24 2020-06-16 北京航空航天大学 Fiber bragg grating deformation measurement method for airborne distributed POS
CN113049217A (en) * 2021-03-29 2021-06-29 中国空气动力研究与发展中心设备设计与测试技术研究所 Dynamic monitoring method for multi-state information of flexible plate structure of large wind tunnel
CN114894110A (en) * 2022-03-24 2022-08-12 西安电子科技大学 Method for calibrating deformation of intelligent skin antenna structure

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4525626A (en) * 1982-03-24 1985-06-25 Sperry Corporation Fiber optic vibration modal sensor
CN101051217A (en) * 2007-05-11 2007-10-10 上海大学 Active control method and device for space sail board structure low modal vibration based on form sensing
CN101393463A (en) * 2008-10-29 2009-03-25 华南理工大学 Vibration test and control device for low frequency mode of flexible moving structure
CN104567705A (en) * 2014-12-19 2015-04-29 南京航空航天大学 Strain and temperature aliasing signal decoupling method for optical fiber grating sensor under dynamic load
US9073623B1 (en) * 2013-03-15 2015-07-07 The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration System and method for dynamic aeroelastic control
CN104794284A (en) * 2015-04-22 2015-07-22 西安电子科技大学 Intelligent skin antenna electric compensation method based on embedded fiber bragg grating
CN104992002A (en) * 2015-06-19 2015-10-21 西安电子科技大学 Smart skin antenna oriented strain sensor layout method
CN106442541A (en) * 2016-09-12 2017-02-22 东南大学 Cable structure monitoring method based on long gauge optical fiber grating sensors
CN107525849A (en) * 2017-08-25 2017-12-29 北京航空航天大学 A kind of single-input single-output test modal analysis system and method based on fiber grating
CN110059373A (en) * 2019-04-01 2019-07-26 南京航空航天大学 Wing strain field reconstructed distribution formula optical fiber calculation method based on modal superposition principle

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4525626A (en) * 1982-03-24 1985-06-25 Sperry Corporation Fiber optic vibration modal sensor
CN101051217A (en) * 2007-05-11 2007-10-10 上海大学 Active control method and device for space sail board structure low modal vibration based on form sensing
CN101393463A (en) * 2008-10-29 2009-03-25 华南理工大学 Vibration test and control device for low frequency mode of flexible moving structure
US9073623B1 (en) * 2013-03-15 2015-07-07 The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration System and method for dynamic aeroelastic control
CN104567705A (en) * 2014-12-19 2015-04-29 南京航空航天大学 Strain and temperature aliasing signal decoupling method for optical fiber grating sensor under dynamic load
CN104794284A (en) * 2015-04-22 2015-07-22 西安电子科技大学 Intelligent skin antenna electric compensation method based on embedded fiber bragg grating
CN104992002A (en) * 2015-06-19 2015-10-21 西安电子科技大学 Smart skin antenna oriented strain sensor layout method
CN106442541A (en) * 2016-09-12 2017-02-22 东南大学 Cable structure monitoring method based on long gauge optical fiber grating sensors
CN107525849A (en) * 2017-08-25 2017-12-29 北京航空航天大学 A kind of single-input single-output test modal analysis system and method based on fiber grating
CN110059373A (en) * 2019-04-01 2019-07-26 南京航空航天大学 Wing strain field reconstructed distribution formula optical fiber calculation method based on modal superposition principle

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
JINZHU ZHOU: "Efficient Sensor Placement Optimization for Shape", 《SENSORS》 *
蔡智恒: "面向结构形变重构的应变传感器优化布局", 《振动与冲击》 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111288912A (en) * 2020-03-24 2020-06-16 北京航空航天大学 Fiber bragg grating deformation measurement method for airborne distributed POS
CN113049217A (en) * 2021-03-29 2021-06-29 中国空气动力研究与发展中心设备设计与测试技术研究所 Dynamic monitoring method for multi-state information of flexible plate structure of large wind tunnel
CN114894110A (en) * 2022-03-24 2022-08-12 西安电子科技大学 Method for calibrating deformation of intelligent skin antenna structure
CN114894110B (en) * 2022-03-24 2023-03-14 西安电子科技大学 Method for calibrating deformation of intelligent skin antenna structure

Also Published As

Publication number Publication date
CN110470236B (en) 2020-12-08

Similar Documents

Publication Publication Date Title
CN110470236A (en) A kind of flexible structure deformation reconstructing method being embedded in fiber grating
CN104749553B (en) Direction of arrival angle method of estimation based on rapid sparse Bayesian learning
CN104166804B (en) A kind of operation mode discrimination method based on time-frequency domain list source point sparse component analysis
CN109375171B (en) Sound source positioning method based on orthogonal matching pursuit algorithm
CN106405533B (en) Radar target combined synchronization and localization method based on constraint weighted least-squares
CN102542606B (en) Method for apperceiving and reconstructing non-vision structural form of near space vehicle model
CN102539107B (en) Method for accurately synchronizing test signals of wind tunnel
CN100491908C (en) Sensing and visualized method for space flexible sail plate structure form
CN104764938A (en) Antenna near field measuring method provided with self-contained phase reference channel
CN106646121B (en) A kind of discrimination method of distribution network failure wavefront
CN105526879A (en) In-orbit measuring system and method for deformation of satellite large-array-plane antenna based on fiber grating
Wang et al. An image reconstruction algorithm for electrical capacitance tomography based on simulated annealing particle swarm optimization
CN110208760B (en) Radar echo simulation method based on time domain upsampling
CN110044525A (en) A kind of flexible resistive dot matrix pressure detecting system, method and apparatus
CN101982953B (en) Frequency domain multi-dimensional parameterized model of broadband wireless communication channel and modeling method
CN109298383A (en) A kind of relatively prime battle array direction of arrival angle estimation method based on variational Bayesian
Brandenberger et al. Fluctuations in a cosmology with a spacelike singularity and their gauge theory dual description
CN109632963A (en) It is a kind of based on when invariant features signal building structural damage four-dimensional imaging method
CN105631218A (en) IDTCM based remote sensing ground surface temperature and time normalization method
Tasič et al. Seismometer self-noise estimation using a single reference instrument
CN107220450A (en) A kind of continuously distributed mechanics parameter indirect gain method of heterogeneous material
CN105447818A (en) Image reconstruction method based on variable-density frequency-domain sparse measurement
Liu et al. Fast algorithm for sparse signal reconstruction based on off‐grid model
CN110053787B (en) Complex curved surface high dynamic deformation measurement system and measurement method based on intelligent skin
CN116147548A (en) Nondestructive testing method and system for thickness of steel fiber RPC cover plate

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant