CN106442129A - Determining method for prestress thin-film elastic energy under transversely and uniformly distributed loads - Google Patents

Determining method for prestress thin-film elastic energy under transversely and uniformly distributed loads Download PDF

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CN106442129A
CN106442129A CN201610802144.8A CN201610802144A CN106442129A CN 106442129 A CN106442129 A CN 106442129A CN 201610802144 A CN201610802144 A CN 201610802144A CN 106442129 A CN106442129 A CN 106442129A
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thin film
circular membrane
uniform load
elastic energy
prestress
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CN106442129B (en
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孙俊贻
杨志欣
王腾飞
练永盛
郭莹
蔡珍红
何晓婷
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Jiashan Guohong Environmental Protection Technology Co Ltd
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Chongqing University
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    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0014Type of force applied
    • G01N2203/0016Tensile or compressive
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0058Kind of property studied
    • G01N2203/0069Fatigue, creep, strain-stress relations or elastic constants
    • G01N2203/0075Strain-stress relations or elastic constants
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/026Specifications of the specimen
    • G01N2203/0262Shape of the specimen
    • G01N2203/0278Thin specimens
    • G01N2203/0282Two dimensional, e.g. tapes, webs, sheets, strips, disks or membranes

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Abstract

The invention discloses a determining method for prestess thin-film elastic energy under transversely and uniformly distributed loads. A uniformly-distributed load q is transversely applied to a prestress circular thin film with the fixedly-clamped periphery, wherein the thickness of the circular thin film is h, the Young's elastic modulus is E, the Poisson ratio is nu, the prestress is sigma 0, the radius is a, static balance analysis based on the axial symmetry deformation problem is achieved, and by means of a measured value of the uniformly-distributed load q, the elastic energy U obtained after the thin film deforms can be determined.

Description

The laterally determination method of uniform load lower prestress circular membrane elasticity energy
Technical field
The present invention relates to the determination of the prestressing force circular membrane elasticity energy that laterally Uniform Loads following peripheral fixes to clamp Method.
Background technology
The laterally analytic solutions of the circular membrane On Axisymmetric Deformation of A that Uniform Loads following peripheral fixes to clamp, to sensing The development of device and instrument and meter is significant.However, in terms of the result of document Investigation, have at present and be applied to thin film and turn Angle θ is larger but the circular membrane axial symmetry that do not have the horizontal uniform load following peripheral of prestressed situation to fix to clamp in thin film The analytic solutions of problem on deformation, for example, patent of invention (" the big corner circular membrane bullet under a kind of uniform load declared before applicant The determination method of property strain energy ", number of patent application:201510194410.9) employed in analytic solutions it is simply that suppose circular Do not have in thin film prestressed under the conditions of obtain, thus it is only applicable in thin film do not have prestressed situation;Also have applicable Carry the circle that prestressing force but the horizontal uniform load following peripheral of the less situation of thin film rotational angle theta fix to clamp thin in thin film The analytic solutions of film On Axisymmetric Deformation of A, for example, (" one kind determines uniform load to another patent of invention declared before applicant The method of lower prestress circular membrane elasticity energy ", number of patent application:201410238597.3) employed in analytic solutions it is simply that It is assumed that in circular membrane carry prestressing force but thin film rotational angle theta less under the conditions of obtain, i.e. the solution procedure of this analytic solutions In consider and carry prestressed situation in thin film but employ thin film rotational angle theta and approximately meet sin θ=tan θ's it is assumed that many institutes It is known,It is therefore apparent that only under the less situation of thin film rotational angle theta, just can haveApproximate establishment, thus this analytic solutions be only applicable in thin film carry prestressing force but thin film rotational angle theta is less Situation;But so far, have not yet seen be applied to thin film rotational angle theta larger, carry prestressed situation thin film simultaneously again The analytic solutions of circular membrane On Axisymmetric Deformation of A that fix to clamp of horizontal uniform load following peripheral.
Content of the invention
This invention address that the analysis research of thin film problem, the horizontal uniform load following peripheral of Analytical Solution fixes to clamp The On Axisymmetric Deformation of A of prestressing force circular membrane, and obtain the analytic solutions of this problem.In solution procedure, the present invention considers With prestressed situation and employ in thin film(abandoning the hypothesis of sin θ=tan θ), Thus the analytic solutions being obtained be applied to thin film rotational angle theta larger, carry prestressed situation thin film simultaneously again.Based on this solution Analysis solution, The present invention gives the determination method of the prestressing force circular membrane elasticity energy U that laterally uniform load following peripheral fixes to clamp.
The laterally determination method of uniform load lower prestress circular membrane elasticity energy:The prestressing force that periphery is fixed to clamp is circular Thin film is laterally applied to uniform load q, wherein the thickness of circular membrane be h, radius be a, Young's modulus of elasticity be E, Poisson Than for ν, prestressing force be σ0, the standing balance analysis based on this On Axisymmetric Deformation of A is it is possible to obtain this prestressing force circle Elasticity energy U after deformation of thin membrane and the parsing relation of uniform load q being applied
Wherein, π is pi,
And the value of centre parameter c is by equation
Determine, wherein,
So, as long as accurately measuring the value of applied uniform load q it is possible to determine this prestressing force circular membrane Elasticity energy U after deformation.Wherein, middle parameter c does not have unit, and other all parameters all adopt the International System of Units.
Brief description
The loading organigram of the prestressing force circular membrane that Fig. 1 fixes to clamp for uniform load following peripheral, wherein, 1- justifies Shape thin film, 2- clamping device, symbol therein is that a represents the inside radius of clamping device and the radius of circular membrane, and r represents footpath To coordinate, w (r) represents the lateral coordinates at point r, and q represents horizontal uniform load, wmRepresent the maximum defluxion of circular membrane, θ represents Corner after deformation of thin membrane.
Specific embodiment
Below in conjunction with the accompanying drawings technical scheme is described in further detail:
The prestressing force round rubber thin film that periphery is fixed to clamp is laterally applied to uniform load q, wherein, round rubber Thickness h=the 0.5mm of thin film, radius a=20mm, Young's modulus of lasticity E=7.84MPa, Poisson's ratio ν=0.47, prestressing force σ0 =0.02MPa, and record q=0.01MPa.Using the method given by the present invention, by equation
C=0.2853500604 then can be obtained, wherein,
Finally, by equation
Elasticity energy U=29.43214781 × 10 after the deformation of this circular membrane then can be obtained-3J, wherein,
If additionally, using patent of invention (" a kind of determination uniform load lower prestress circular membrane declared before applicant The method of elasticity energy ", number of patent application:201410238597.3) method in, then after can obtaining the deformation of this circular membrane Elasticity can U=28.70780828 × 10-3J it can be seen that, be differentiated between two methods.This difference is by applicant Patent of invention (" a kind of method determining uniform load lower prestress circular membrane elasticity energy ", the number of patent application before declared: 201410238597.3) assumed condition (assuming sin θ=tan θ) in causes.

Claims (1)

1. horizontal uniform load lower prestress circular membrane elasticity can determination method it is characterised in that:Periphery is fixed to clamp Prestressing force circular membrane is laterally applied to uniform load q, wherein the thickness of circular membrane be h, radius be a, Young springform Measure for E, Poisson's ratio be ν, prestressing force be σ0, record the value of applied uniform load q, this circular membrane determined by below equation Elasticity energy U after deformation:
U = πa 10 / 3 c 1 / 3 q 4 / 3 2 1 / 3 E 1 / 3 h 1 / 3 [ g ( c ) - h ( c ) ] ,
Wherein, π is pi,
g ( c ) = 1 + ( 1 4 + 1 2 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 ) c + ( 5 36 + 11 18 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 1 2 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 ) c 2 + ( 55 576 + 49 72 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 61 48 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 5 8 2 a 2 q 2 h 2 E 2 c ) c 3 + ( 7 96 + 2647 3600 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 4051 1800 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 253 100 2 a 2 q 2 h 2 E 2 c + 7 8 2 4 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 ) c 4 + ( 205 3456 + 101639 129600 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 443119 129600 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 8521 1350 2 a 2 q 2 h 2 E 2 c + 7141 1440 2 4 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 21 16 2 5 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 ) c 5 + ( 17051 338688 + 2639243 3175200 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 866077 181440 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 13308283 1058400 2 a 2 q 2 h 2 E 2 c + 1904549 117600 2 4 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 113623 11760 2 5 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 + 33 16 4 a 4 q 4 h 4 E 4 c 2 ) c 6 + ( 2864485 65028096 + 5947093 6773760 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 91705651 14515200 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 1115512751 50803200 2 a 2 q 2 h 2 E 2 c + 1366411591 33868800 2 4 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 740195 18816 2 5 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 + 33661 1792 4 a 4 q 4 h 4 E 4 c 2 + 429 128 2 7 / 3 a 14 / 3 q 14 / 3 h 14 / 3 E 14 / 3 c 7 / 3 ) c 7 ,
h ( c ) = 1 2 + 1 3 ( 1 4 + 1 2 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 ) c + 1 4 ( 5 36 + 11 18 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 1 2 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 ) c 2 + 1 5 ( 55 576 + 49 72 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 61 48 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 5 8 2 a 2 q 2 h 2 E 2 c ) c 3 + 1 6 ( 7 96 + 2647 3600 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 4051 1800 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 253 100 2 a 2 q 2 h 2 E 2 c + 7 8 2 4 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 ) c 4 + 1 7 ( 205 3456 + 101639 129600 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 443119 129600 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 8521 1350 2 a 2 q 2 h 2 E 2 c + 7141 1440 2 4 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 21 16 2 5 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 ) c 5 + 1 8 ( 17051 338688 + 2639243 3175200 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 866077 181440 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 13308283 1058400 2 a 2 q 2 h 2 E 2 c + 1904549 117600 2 4 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 113623 11760 2 5 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 + 33 16 4 a 4 q 4 h 4 E 4 c 2 ) c 6 + 1 9 ( 2864485 65028096 + 5947093 6773760 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 91705651 14515200 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 1115512751 50803200 2 a 2 q 2 h 2 E 2 c + 1366411591 33868800 2 4 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 740195 18816 2 5 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 + 33661 1792 4 a 4 q 4 h 4 E 4 c 2 + 429 128 2 7 / 3 a 14 / 3 q 14 / 3 h 14 / 3 E 14 / 3 c 7 / 3 ) c 7 ,
And the value of centre parameter c is by equation
[ 2 cf ′ ( c ) + ( 1 - ν ) f ( c ) ] - ( 1 - ν ) 2 5 / 3 h 2 / 3 c 1 / 3 a 2 / 3 q 2 / 3 E 1 / 3 σ 0 = 0
Determine, wherein,
f ( c ) = 1 - 1 2 c - 1 6 ( 1 + 2 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 ) c 2 - 1 144 ( 13 + 56 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 48 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 ) c 3 - 1 1440 ( 85 + 584 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 1104 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 1152 a 2 q 2 h 2 E 2 c ) c 4 - 1 21600 ( 925 + 8904 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 27104 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 62592 a 2 q 2 h 2 E 2 c + 23040 × 2 1 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 ) c 5 - 1 907200 ( 30125 + 377688 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 1619968 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 6038784 a 2 q 2 h 2 E 2 c + 4907520 × 2 1 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 1382400 × 2 2 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 ) c 6 - 1 203212800 ( 5481025 + 85400640 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 478992416 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 2520947712 a 2 q 2 h 2 E 2 c + 3305599488 × 2 1 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 2047057920 × 2 2 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 + 928972800 a 4 q 4 h 4 E 4 c 2 ) c 7 ,
f ′ ( c ) = - 1 2 - 1 3 ( 1 + 2 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 ) c - 1 48 ( 13 + 56 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 48 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 ) c 2 - 1 360 ( 85 + 584 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 1104 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 1152 a 2 q 2 h 2 E 2 c ) c 3 - 1 4320 ( 925 + 8904 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 27104 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 62592 a 2 q 2 h 2 E 2 c + 23040 × 2 1 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 ) c 4 - 1 151200 ( 30125 + 377688 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 1619968 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 6038784 a 2 q 2 h 2 E 2 c + 4907520 × 2 1 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 1382400 × 2 2 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 ) c 5 - 1 29030400 ( 5481025 + 85400640 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 478992416 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 2520947712 a 2 q 2 h 2 E 2 c + 3305599488 × 2 1 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 2047057920 × 2 2 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 + 928972800 a 4 q 4 h 4 E 4 c 2 ) c 6 - 1 914457600 ( 165851725 + 3108156432 × 2 1 / 3 a 2 / 3 q 2 / 3 h 2 / 3 E 2 / 3 c 1 / 3 + 21730770208 × 2 2 / 3 a 4 / 3 q 4 / 3 h 4 / 3 E 4 / 3 c 2 / 3 + 149806363136 a 2 q 2 h 2 E 2 c + 277407668736 × 2 1 / 3 a 8 / 3 q 8 / 3 h 8 / 3 E 8 / 3 c 4 / 3 + 276724703232 × 2 2 / 3 a 10 / 3 q 10 / 3 h 10 / 3 E 10 / 3 c 5 / 3 + 274790154240 a 4 q 4 h 4 E 4 c 2 + 52022476800 × 2 1 / 3 a 14 / 3 q 14 / 3 h 14 / 3 E 14 / 3 c 7 / 3 ) c 7 ,
Middle parameter c does not have unit, and other all parameters all adopt the International System of Units.
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CN110208099A (en) * 2019-06-05 2019-09-06 重庆大学 A kind of determination method of the elasticity energy of liquid effects lower prestress circular membrane
CN111442984A (en) * 2020-03-25 2020-07-24 重庆大学 Method for determining maximum stress of circular film under transversely uniformly distributed load
CN111442978A (en) * 2020-03-12 2020-07-24 重庆大学 Method for determining elastic strain energy of circular film under action of transversely uniformly distributed load
CN111442981A (en) * 2020-03-18 2020-07-24 重庆大学 Method for determining elastic strain energy of circular film under uniformly distributed load
CN111474042A (en) * 2020-04-22 2020-07-31 重庆大学 Method for determining maximum stress of prestressed circular thin film under uniformly distributed load
CN111474039A (en) * 2020-04-22 2020-07-31 重庆大学 Method for determining maximum deflection of prestressed circular film under action of uniformly distributed load
CN111474040A (en) * 2020-04-22 2020-07-31 重庆大学 Method for determining elastic energy of prestressed round film under action of uniformly distributed load
CN111474041A (en) * 2020-04-22 2020-07-31 重庆大学 Method for determining elastic energy of prestressed circular film under uniformly distributed load
CN112903216A (en) * 2021-01-18 2021-06-04 重庆大学 Method for determining elastic energy of circular prestressed film with limited maximum deflection under air pressure

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CN103983515A (en) * 2014-05-30 2014-08-13 重庆大学 Method for determining resilience of prestressed circular film under uniformly-distributed load
CN103983380A (en) * 2014-05-30 2014-08-13 重庆大学 Method for determining maximum stress value of prestress circular thin film under uniformly-distributed loads
CN104749033A (en) * 2015-04-22 2015-07-01 重庆大学 Determination method for maximum stress of large-turning angle circular membrane under uniformly distributed load
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CN104792618A (en) * 2015-04-22 2015-07-22 重庆大学 Method for determining maximum deflection of large-deflection-angle circular membrane under uniformly distributed load

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CN103983515A (en) * 2014-05-30 2014-08-13 重庆大学 Method for determining resilience of prestressed circular film under uniformly-distributed load
CN103983380A (en) * 2014-05-30 2014-08-13 重庆大学 Method for determining maximum stress value of prestress circular thin film under uniformly-distributed loads
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CN104749034A (en) * 2015-04-22 2015-07-01 重庆大学 Determination method for elastic strain energy of large-turning angle circular membrane under uniformly distributed load
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CN110208099A (en) * 2019-06-05 2019-09-06 重庆大学 A kind of determination method of the elasticity energy of liquid effects lower prestress circular membrane
CN111442978A (en) * 2020-03-12 2020-07-24 重庆大学 Method for determining elastic strain energy of circular film under action of transversely uniformly distributed load
CN111442978B (en) * 2020-03-12 2022-03-08 重庆大学 Method for determining elastic strain energy of circular film under action of transversely uniformly distributed load
CN111442981A (en) * 2020-03-18 2020-07-24 重庆大学 Method for determining elastic strain energy of circular film under uniformly distributed load
CN111442984A (en) * 2020-03-25 2020-07-24 重庆大学 Method for determining maximum stress of circular film under transversely uniformly distributed load
CN111474042A (en) * 2020-04-22 2020-07-31 重庆大学 Method for determining maximum stress of prestressed circular thin film under uniformly distributed load
CN111474039A (en) * 2020-04-22 2020-07-31 重庆大学 Method for determining maximum deflection of prestressed circular film under action of uniformly distributed load
CN111474040A (en) * 2020-04-22 2020-07-31 重庆大学 Method for determining elastic energy of prestressed round film under action of uniformly distributed load
CN111474041A (en) * 2020-04-22 2020-07-31 重庆大学 Method for determining elastic energy of prestressed circular film under uniformly distributed load
CN112903216A (en) * 2021-01-18 2021-06-04 重庆大学 Method for determining elastic energy of circular prestressed film with limited maximum deflection under air pressure

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