CN104750930B - A kind of determination method of ribbon parachute minimum closing in ratio - Google Patents
A kind of determination method of ribbon parachute minimum closing in ratio Download PDFInfo
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Abstract
A kind of determination method of ribbon parachute minimum closing in ratio, first with the data point data of tape canopy apical pore position, is calculated the relative distance between multigroup measurement point on parachute formed symmetrical, and it is defined as to the apparent diameter of canopy apical pore;Then the Time frame variation coefficient and spatial variability coefficient and the determination of stability factor for being combined into canopy inflation of ribbon parachute are calculated respectively according to apparent diameter;Finally the stability of ribbon parachute and closing in are determined than situation according to the value of the determination of stability factor, determine the minimum closing in ratio of ribbon parachute.The present invention obtains the data point data of apical pore position according to the dynamic geometry configuration of canopy, and then judge and calculate minimum closing in ratio, the blank at present in terms of the minimum closing in of parachute is than theoretical research is filled up, and operability is stronger, brief and practical, it can be applied in engineering practice.
Description
Technical field
The present invention relates to spacecraft parachute technology field, particularly a kind of determination side of ribbon parachute minimum closing in ratio
Method.
Background technology
Parachute closing in technology is to reduce the opening shock most efficient method of big load body parachute-opening under high-speed condition.It is right
For the large area ribbon parachute of the parachute-opening under high-speed condition, the multistage closing in technology for increasing ribbon parachute drag area step by step is reducing
Load body opening shock, the Structural strength calls for reducing umbrella, the stability etc. that increases umbrella have remarkable result, and minimum receive
Mouth is than being then the primary important evidence for closing up and designing.Close up than too small, canopy air inflow very little, is hardly formed the pneumatic outer of stabilization
Shape, stable aerodynamic force can not be formed to load body;Close up than excessive, subsequent stages close up to narrow than optional scope, it is difficult to reaches
To effective off-load and the purpose of optimization design.The determination of current minimum closing in ratio still lacks effective test data and theory analysis
Achievement is as support, and to closing up, ratio is optimized so as to realize that the optimization to parachute global design is difficult to carry out.
The content of the invention
Present invention solves the technical problem that it is:Overcome the deficiencies in the prior art, there is provided one kind determines that ribbon parachute is minimum and received
The method of mouth ratio, to determine that closing in ratios at different levels provide reference frame during engineer applied multistage closing in technology.
The present invention technical solution be:A kind of determination method of ribbon parachute minimum closing in ratio, comprises the following steps:
(1) according to ribbon parachute physical dimension, material, it is current close up than and given dynamic pressure establish ribbon parachute model after imitated
Very, the data that ribbon parachute canopy different parts change over time are obtained, by two initial position messages on ribbon parachute apical pore circumference
On the symmetrical position in ribbon parachute axis as one group of data point, A group data points are chosen altogether, and calculate in i-th group of data point
The distance of two data points is Di(t), wherein, i=1,2,3 ... A, t be calculate 2 points apart from the time of and be limited;It is described
Initial position message is that ribbon parachute canopy different parts are emulating positional information when starting;
(2) D is intercepted respectivelyi(t) the period postscript of stabilization process is Δ t on curvei, calculate A Δ tiArithmetic average
It is worth and is designated as Δ t, calculates any instant air inlet equivalent diameter D in Δ tequ(t) it is equal with the air inlet equivalent diameter of stabilization process
Value Dave:
Or
Wherein,For n in stabilization process period average Δ ttIndividual moment Dequ(t) value sum;
(3) the time meansquaredeviationσ of stabilization process is calculatedtWith Time frame variation coefficient Ct:
Wherein, ntNumber at the time of correspondence for data point in stabilization process period average Δ t,For n in stabilization process period average Δ tt(D corresponding to the individual momentave-Dequ(t))2Sum;
(4) the space meansquaredeviationσ that A group canopy different parts change over time data is calculatedp(t) it is
Then n in stabilization process period average Δ t is calculatedtThe number that individual moment A groups canopy different parts change over time
According to mean space mean square deviationFor
Finally obtain spatial variability coefficient CpFor
(5) calculating canopy dimensional stability sex determination factor S is
S=C1·Ct+C2·Cp
And judged, wherein, C1、C2For weight factor;
(6) ifIt is then current to close up than the minimum closing in ratio for experiment ribbon parachute under current working
And export, ifThen increase is current closes up than simultaneously repeat step (1)-step (5) until minimum receipts are calculated
Mouth ratio, ifThen reduce current close up than simultaneously repeat step (1)-step (5) until minimum receipts are calculated
Mouth ratio.
Δ t in described step (2)iComputational methods be:For the D of acquisitioni(t) it is, square along time shaft since t=0
To first cyclic curve section is searched, it is t to remember this section of curve initial time estimatestd=tstd0, time span estimate is Tf
=Tf0, take the time average of this section of curve and be designated asTake second period curved section [tstd+Tf,tstd+2Tf] time it is equal
Value, is designated asIf
Then think current tstdBe ribbon parachute enter steady-state period section initial time and section cycle steady-state period be Tf,
And take current tstdTo Di(t) when a length of Δ t of curve end, otherwise takes Tf=1.05TfSaid process is repeated until meeting above-mentioned
Rule of judgment, if T in calculating processfValue is more than 1.5 times of Tf0, then T is refetchedf=Tf0, and make tstd=tstd+Tf, continue to calculate directly
To meeting above-mentioned Rule of judgment.
A >=4 in described step (1).
The present invention compared with prior art the advantages of be:
(1) present invention has filled up the blank in terms of the minimum closing in of parachute is than theoretical research at present, can be in tape
More accurately and effectively controlled in umbrella design process to closing up, the closing in other umbellate forms also provides reference than design;
(2) stability and minimum closing in ratio of the dynamic geometry change of configuration of the invention according to canopy to Parachute Suit Inflating
Judged and calculated, relevance is strong, the degree of accuracy is high;
(3) present invention is using the relative position of measurement point near canopy apical pore as analysis foundation, and operability is stronger, succinctly
Practicality, it can be applied in engineering practice.
Brief description of the drawings
Fig. 1 is the inventive method flow chart.
Embodiment
The embodiment of the present invention is further described in detail below in conjunction with the accompanying drawings.The present invention first with
Measurement point (data point) data of tape canopy apical pore position, are calculated between multigroup measurement point on parachute formed symmetrical
Relative distance, and it is defined as to the apparent diameter D of canopy apical porei(t), i=1,2,3 ... A, t are to calculate two point distances
Moment and to be limited;On this basis, the Time frame variation coefficient C of ribbon parachute is calculated respectivelytWith spatial variability coefficient CpAnd combine
Into the determination of stability factor S of canopy inflation;Finally the stability of ribbon parachute and closing in are made than situation and sentenced according to S value
It is fixed, the final minimum closing in ratio for determining ribbon parachute, after the minimum ratio that closes up is calculated, it can be closed up according to minimum and compare ribbon parachute
It is designed, and obtains the band parachute jumping parameter such as priming system placement information.As shown in figure 1, a kind of ribbon parachute is minimum to close up ratio really
Determine method, including step is as follows:
(1) according to the physical dimension of ribbon parachute, material parameter, close up ratio and given dynamic pressure utilize LS-DYNA softwares foundation
Simulation model, calculate and obtain the data that ribbon parachute geometric shape changes over time;The space for choosing A group canopy different parts is sat
Mark the data changed over time and (contain two data points in every group, it is desirable to which the initial position of the two data points is in ribbon parachute
Axisymmetrical;All data point requirements are substantially distributed on canopy apical pore circumference);Remember the distance between i-th group of symmetry number strong point
For Di(t), wherein t is the measurement moment.And then obtain a series of Di(t) curve, D is rememberedi(t) it is the apparent diameter of canopy apical pore.
(2) D is interceptedi(t) stabilization time section on curve, and remember that this time is Δ ti;Calculate { Δ tiArithmetic mean of instantaneous value
And Δ t is designated as, wherein Δ tiComputational methods be:For the D of acquisitioni(t) time history curve, along time shaft since t=0
Positive direction searches first cyclic curve section, and this section of curve initial time estimate is tstd=tstd0, time span estimate is
Tf=Tf0, the time average of this section of curve is taken, is designated asTake [tstd+Tf,tstd+2Tf] curved section time average, be designated asIf
Then think current tstdBe ribbon parachute enter steady-state period section initial time and section cycle steady-state period be Tf,
And take current tstdTo Di(t) when a length of Δ t of curve endi, otherwise take Tf=1.05TfAbove formula is computed repeatedly until in satisfaction
Condition is stated, if T in calculating processfValue is more than 1.5 times of Tf0, then T is refetchedf=Tf0, and make tstd=tstd+Tf, continue calculate until
Meet above-mentioned condition, obtain Δ tiValue.Calculate the air inlet equivalent diameter D at a certain moment in whole stabilization time sectionequ(t) and
Air inlet equivalent diameter average D in whole stabilization time sectionave;
Consider that test data is usually time uniform discrete point, DaveIt can be estimated with following formula:
Wherein, ntFor Dequ(t) curve data point number of the curve in whole stabilization time section,For ntIt is individual
D on curve data pointequ(t) value sum.
(3) D is directly utilizedequAnd D (t)aveCalculate the time meansquaredeviationσ of whole stabilization time sectiontAnd Time frame variation coefficient
Ct;
Wherein, ntNumber at the time of correspondence for data point in stabilization process period average Δ t,For n in stabilization process period average Δ tt(D corresponding to the individual momentave-Dequ(t))2Sum.
(4) first with DequAnd D (t)i(t) the space meansquaredeviationσ of a certain moment A group data points is calculatedp(t), then calculate
N in stabilization process period average Δ ttThe mean space for the data that individual moment A groups canopy different parts change over time is square
DifferenceFinally obtain spatial variability coefficient Cp;
(5) canopy dimensional stability sex determination factor S is calculated:
S=C1·Ct+C2·Cp
Wherein, C1=0.6, C2=0.4 is weight factor.
(6) judged according to following table:
The content not being described in detail in description of the invention belongs to the known technology of those skilled in the art.
Claims (3)
- A kind of 1. determination method of ribbon parachute minimum closing in ratio, it is characterised in that comprise the following steps:(1) according to ribbon parachute physical dimension, material, it is current close up than and given dynamic pressure establish ribbon parachute model after emulated, Obtain the data that change over time of ribbon parachute canopy different parts, by two initial position messages on ribbon parachute apical pore circumference on A group data points are chosen altogether, and calculate in i-th group of data point two in the symmetrical position in ribbon parachute axis as one group of data point The distance of data point is Di(t), wherein, i=1,2,3 ... A, t be calculate 2 points apart from the time of and be limited;It is described initial Positional information is that ribbon parachute canopy different parts are emulating positional information when starting;(2) D is intercepted respectivelyi(t) the period postscript of stabilization process is Δ t on curvei, calculate A Δ tiArithmetic mean of instantaneous value simultaneously Δ t is designated as, calculates any instant air inlet equivalent diameter D in Δ tequ(t) and stabilization process air inlet equivalent diameter average Dave:<mrow> <msub> <mi>D</mi> <mrow> <mi>e</mi> <mi>q</mi> <mi>u</mi> </mrow> </msub> <mrow> <mo>(</mo> <mi>t</mi> <mo>)</mo> </mrow> <mo>=</mo> <mfrac> <mn>1</mn> <mi>A</mi> </mfrac> <munderover> <mo>&Sigma;</mo> <mrow> <mi>i</mi> <mo>=</mo> <mn>1</mn> </mrow> <mi>A</mi> </munderover> <msub> <mi>D</mi> <mi>i</mi> </msub> <mrow> <mo>(</mo> <mi>t</mi> <mo>)</mo> </mrow> </mrow>OrWherein,For n in stabilization process period average Δ ttIndividual moment Dequ(t) value sum;(3) the time meansquaredeviationσ of stabilization process is calculatedtWith Time frame variation coefficient Ct:<mrow> <msub> <mi>&sigma;</mi> <mi>t</mi> </msub> <mo>=</mo> <msqrt> <mfrac> <mrow> <munder> <mo>&Sigma;</mo> <mrow> <mi>a</mi> <mi>l</mi> <mi>l</mi> </mrow> </munder> <msup> <mrow> <mo>(</mo> <msub> <mi>D</mi> <mrow> <mi>a</mi> <mi>v</mi> <mi>e</mi> </mrow> </msub> <mo>-</mo> <msub> <mi>D</mi> <mrow> <mi>e</mi> <mi>q</mi> <mi>u</mi> </mrow> </msub> <mo>(</mo> <mi>t</mi> <mo>)</mo> <mo>)</mo> </mrow> <mn>2</mn> </msup> </mrow> <msub> <mi>n</mi> <mi>t</mi> </msub> </mfrac> </msqrt> </mrow><mrow> <msub> <mi>C</mi> <mi>t</mi> </msub> <mo>=</mo> <mfrac> <msub> <mi>&sigma;</mi> <mi>t</mi> </msub> <msub> <mi>D</mi> <mrow> <mi>a</mi> <mi>v</mi> <mi>e</mi> </mrow> </msub> </mfrac> </mrow>Wherein, ntNumber at the time of correspondence for data point in stabilization process period average Δ t,For N in stabilization process period average Δ tt(D corresponding to the individual momentave-Dequ(t))2Sum;(4) the space meansquaredeviationσ that A group canopy different parts change over time data is calculatedp(t) it is<mrow> <msub> <mi>&sigma;</mi> <mi>p</mi> </msub> <mrow> <mo>(</mo> <mi>t</mi> <mo>)</mo> </mrow> <mo>=</mo> <msqrt> <mfrac> <mrow> <munderover> <mo>&Sigma;</mo> <mrow> <mi>i</mi> <mo>=</mo> <mn>1</mn> </mrow> <mi>A</mi> </munderover> <msup> <mrow> <mo>(</mo> <msub> <mi>D</mi> <mi>i</mi> </msub> <mo>(</mo> <mi>t</mi> <mo>)</mo> <mo>-</mo> <msub> <mi>D</mi> <mrow> <mi>e</mi> <mi>q</mi> <mi>u</mi> </mrow> </msub> <mo>(</mo> <mi>t</mi> <mo>)</mo> <mo>)</mo> </mrow> <mn>2</mn> </msup> </mrow> <mi>A</mi> </mfrac> </msqrt> <mo>,</mo> </mrow>Then n in stabilization process period average Δ t is calculatedtThe data that individual moment A groups canopy different parts change over time are put down Equal space mean square deviationFor<mrow> <mover> <msub> <mi>&sigma;</mi> <mi>p</mi> </msub> <mo>&OverBar;</mo> </mover> <mo>=</mo> <mfrac> <mrow> <munder> <mo>&Sigma;</mo> <mrow> <mi>a</mi> <mi>l</mi> <mi>l</mi> </mrow> </munder> <msub> <mi>&sigma;</mi> <mi>p</mi> </msub> <mrow> <mo>(</mo> <mi>t</mi> <mo>)</mo> </mrow> </mrow> <msub> <mi>n</mi> <mi>t</mi> </msub> </mfrac> <mo>,</mo> </mrow>Finally obtain spatial variability coefficient CpFor<mrow> <msub> <mi>C</mi> <mi>P</mi> </msub> <mo>=</mo> <mfrac> <mover> <msub> <mi>&sigma;</mi> <mi>p</mi> </msub> <mo>&OverBar;</mo> </mover> <msub> <mi>D</mi> <mrow> <mi>a</mi> <mi>v</mi> <mi>e</mi> </mrow> </msub> </mfrac> <mo>;</mo> </mrow>(5) calculating canopy dimensional stability sex determination factor S isS=C1·Ct+C2·CpAnd judged, wherein, C1、C2For weight factor;(6) ifThen it is current close up than for tested under current working the minimum closing in of ribbon parachute than and it is defeated Go out, ifThen increase is current closes up than simultaneously repeat step (1)-step (5) up to minimum closing in ratio is calculated, IfThen reduce current close up than simultaneously repeat step (1)-step (5) until minimum closing in ratio is calculated.
- A kind of 2. determination method of ribbon parachute minimum closing in ratio according to claim 1, it is characterised in that:Described step (2) Δ t iniComputational methods be:For the D of acquisitioni(t), a cycle song is searched along time shaft positive direction since t=0 Line segment, it is t to remember this section of curve initial time estimatestd=tstd0, time span estimate is Tf=Tf0, take this section of curve Time average is simultaneously designated asTake second period curved section [tstd+Tf,tstd+2Tf] time average, be designated asIf<mrow> <mfrac> <mrow> <mo>|</mo> <mrow> <mover> <msub> <mi>F</mi> <mi>b</mi> </msub> <mo>&OverBar;</mo> </mover> <mo>-</mo> <mover> <msub> <mi>F</mi> <mi>a</mi> </msub> <mo>&OverBar;</mo> </mover> </mrow> <mo>|</mo> </mrow> <mover> <msub> <mi>F</mi> <mi>a</mi> </msub> <mo>&OverBar;</mo> </mover> </mfrac> <mo>&le;</mo> <mn>5</mn> <mi>%</mi> </mrow>Then think current tstdBe ribbon parachute enter steady-state period section initial time and section cycle steady-state period be Tf, and take and work as Preceding tstdTo Di(t) when a length of Δ t of curve endi, otherwise take Tf=1.05TfSaid process is repeated until meeting above-mentioned judgement Condition, if T in calculating processfValue is more than 1.5 times of Tf0, then T is refetchedf=Tf0, and make tstd=tstd+Tf, continue to calculate until full The above-mentioned Rule of judgment of foot.
- A kind of 3. determination method of ribbon parachute minimum closing in ratio according to claim 1 or 2, it is characterised in that:Described A >=4 in step (1).
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CN103544053A (en) * | 2013-10-17 | 2014-01-29 | 南京航空航天大学 | Parachute aerodynamic performance analyzing method considering fabric breathability |
CN104102766A (en) * | 2014-06-24 | 2014-10-15 | 南京航空航天大学 | Ergun theory-based prediction method for breathability of parachute cloth fabric |
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