CN103837400A - Method for determining thin film deflection value of periphery-clamped circular thin film under concentrated force - Google Patents

Method for determining thin film deflection value of periphery-clamped circular thin film under concentrated force Download PDF

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Publication number
CN103837400A
CN103837400A CN201410111113.9A CN201410111113A CN103837400A CN 103837400 A CN103837400 A CN 103837400A CN 201410111113 A CN201410111113 A CN 201410111113A CN 103837400 A CN103837400 A CN 103837400A
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thin film
membrane
circular
deflection value
value
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CN103837400B (en
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孙俊贻
何晓婷
蔡珍红
郑周练
曹亮
练永盛
荣阳
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Chongqing University
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Chongqing University
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Abstract

The invention discloses a method for determining a thin film deflection value of a periphery-clamped circular thin film under concentrated force. The method comprises the following steps: fixing and clamping the circular thin film with the radius of a, the thickness of h, the Young elastic modulus of E and the Poisson ratio of v on the peripheral ring; applying a transverse load F to the center of the circular thin film, wherein a cylinder with a friction-free flat bottom and the radius of b is used as a loading shaft; in the loading process, keeping the cylinder and the circular thin film on the same axis and marking alpha=b/a; carrying out static force balance analysis based on an axial symmetry circular thin film problem; and accurately determining a thin film deflection value w(r) at a point r by using the load measuring value F.

Description

The method of Membrane deflection value under the circular membrane concentrated force that a kind of definite periphery clamps
Technical field
The present invention relates to the Membrane deflection value of circular membrane under concentrated force effect that periphery clamps and determine method.
Background technology
Membrane structure has a wide range of applications in fields such as machinery, electronics, bioengineering, but because film is very thin, thereby under load, conventionally present larger amount of deflection, belong to geometrical non-linearity problem on deformation, the accurate Analysis of these nonlinear deformation problems solves, conventionally very difficult, in most cases only can provide numerical result.
But,, must design by the Exact based on these film problems, and numerical result is difficult to meet this requirement conventionally design problems such as diaphragm gauge instrument for many.
The present invention, for the actual demand of engineering application problem, the accurate Analysis Solve problems of research circular membrane structure.
Summary of the invention
The loading structure of the circular membrane that periphery clamps under concentrated force effect, can be used for developing various sensors, and in the Mechanics Performance Testing of film/basic unit system, also have important application.The present invention, for the loading structure of this circular membrane structure, has provided definite method of Membrane deflection value, and main summary of the invention is as follows:
As shown in Figure 1, be that a, thickness are that h, Young's modulus of elasticity are the circular membrane that E, Poisson ratio are v by radius, fix to clamp in its border, to adopt a band to have or not the flat radius of friction be b right cylinder is as loading axle, apply a transverse load F in the center of circular membrane, when loading, right cylinder and circular membrane remain on same axis, and remember α=b/a, statical equilibrium analysis based on this rotational symmetry circular membrane problem so, easily obtains:
If 1.
(1+ν)(3-α 2)=4,
The Membrane deflection value of putting r place is
w ( r ) = ( a 2 F πhE ) 1 / 3 [ ( 3 - α 2 ) 1 / 3 - ( 3 r 2 a 2 - α 2 ) 1 / 3 ]
Wherein π is circular constant;
If 2.
(1+ν)(3-α 2)<4
The Membrane deflection value of putting r place is
Figure BDA0000481282200000022
Wherein, π is circular constant, by formula
Figure BDA0000481282200000024
Determine, and
Figure BDA0000481282200000025
with
Figure BDA0000481282200000026
value (unit is radian) by formula
Figure BDA0000481282200000027
With
Figure BDA0000481282200000028
Determine;
If 3.
(1+ν)(3-α 2)>4
The Membrane deflection value of putting r place is
Figure BDA0000481282200000029
Wherein, π is circular constant,
Figure BDA00004812822000000210
by formula
Figure BDA0000481282200000031
Determine, and
Figure BDA0000481282200000032
with
Figure BDA0000481282200000033
value (unit is radian) by formula
Figure BDA0000481282200000034
With
Figure BDA0000481282200000035
Determine.
Brief description of the drawings
Fig. 1 is the loading organigram of circular membrane under concentrated force effect that periphery clamps, in Fig. 1,1-circular membrane, 2-clamp device, 3-right cylinder (loading axle), symbol is wherein, a represents the radius of circular membrane, and b represents the radius of right cylinder (loading axle), and r represents radial coordinate, w (r) represents the lateral coordinates at some r place, and F represents lateral external forces.
Embodiment
Below in conjunction with accompanying drawing, technical scheme of the present invention is described in further detail:
As shown in Figure 1, be a by radius, thickness is h, Young's modulus of elasticity is E, Poisson ratio is the circular membrane of v, fix to clamp in its border, adopt flat right cylinder that a radius is b as loading axle, apply a transverse load F in the center of circular membrane, before loading, smear talcum powder cylindrical on flat, to reduce the friction between film/base, when loading, right cylinder and circular membrane remain on same axis, and remember α=b/a, statical equilibrium analysis based on this rotational symmetry circular membrane problem so, utilize load measurement value F, the Membrane deflection value w (r) at some r place, can carry out calculative determination according to following three kinds of situations:
If situation 1.
(1+ν)(3-α 2)=4,
The Membrane deflection value of putting r place is
w ( r ) = ( a 2 F &pi;hE ) 1 / 3 [ ( 3 - &alpha; 2 ) 1 / 3 - ( 3 r 2 a 2 - &alpha; 2 ) 1 / 3 ]
Wherein π is circular constant;
If situation 2.
(1+ν)(3-α 2)<4
The Membrane deflection value of putting r place is
Figure BDA0000481282200000042
Wherein, π is circular constant,
Figure BDA0000481282200000043
by formula
Figure BDA0000481282200000044
Determine, and
Figure BDA0000481282200000045
with
Figure BDA0000481282200000046
value (unit is radian) by formula
Figure BDA0000481282200000047
With
Figure BDA0000481282200000048
Determine;
If situation 3.
(1+ν)(3-α 2)>4
The Membrane deflection value of putting r place is
Figure BDA0000481282200000049
Wherein, π is circular constant, by formula
Determine, and with
Figure BDA0000481282200000053
value (unit is radian) by formula
Figure BDA0000481282200000054
With
Determine.
All parameters all adopt International System of Units.

Claims (1)

1. the method for Membrane deflection value under the circular membrane concentrated force of a definite periphery clamping, it is characterized in that: be a by radius, thickness is h, Young's modulus of elasticity is E, Poisson ratio is the circular membrane of v, fix to clamp in its border, to adopt a band to have or not the flat radius of friction be b right cylinder is as loading axle, apply a transverse load F in the center of circular membrane, when loading, right cylinder and circular membrane remain on same axis, and remember α=b/a, statical equilibrium analysis based on this rotational symmetry circular membrane problem so, utilize load measurement value F, the Membrane deflection value w (r) at some r place, can carry out calculative determination according to following three kinds of situations:
If situation 1.
(1+ν)(3-α 2)=4,
The Membrane deflection value of putting r place is
w ( r ) = ( a 2 F &pi;hE ) 1 / 3 [ ( 3 - &alpha; 2 ) 1 / 3 - ( 3 r 2 a 2 - &alpha; 2 ) 1 / 3 ]
Wherein π is circular constant;
If situation 2.
(1+ν)(3-α 2)<4
The Membrane deflection value of putting r place is
Figure FDA0000481282190000012
Wherein, π is circular constant,
Figure FDA0000481282190000013
by formula
Figure FDA0000481282190000014
Determine, and
Figure FDA0000481282190000015
with
Figure FDA0000481282190000016
value by formula
Figure FDA0000481282190000017
With
Figure FDA0000481282190000021
Determine;
If situation 3.
(1+ν)(3-α 2)>4
The Membrane deflection value of putting r place is
wherein, π is circular constant,
Figure FDA0000481282190000023
by formula
Figure FDA0000481282190000024
Determine, and
Figure FDA0000481282190000025
with
Figure FDA0000481282190000026
value by formula
Figure FDA0000481282190000027
With
Figure FDA0000481282190000028
Determine.
CN201410111113.9A 2014-03-24 2014-03-24 A kind of determine the method for Membrane deflection value under the circular membrane concentration power that periphery clamps Expired - Fee Related CN103837400B (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104020036A (en) * 2014-06-19 2014-09-03 重庆大学 Method for determining maximal deflection of annular prestress film under transverse centralized load
CN104215509A (en) * 2014-09-25 2014-12-17 哈尔滨工业大学 Testing device and load applying method for measuring deformation of thin film under combined load action
CN105890970A (en) * 2016-04-26 2016-08-24 重庆大学 Method for determining maximum deflection of annular films of central zone rigid plates under uniformly distributed load
CN106644683A (en) * 2017-01-16 2017-05-10 重庆大学 Method for determining deflection of circular film under defined maximum deflection state
CN106769394A (en) * 2017-01-16 2017-05-31 重庆大学 Axle loads the determination method of lower prestress circular membrane maximum defluxion

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CN103063571A (en) * 2012-12-24 2013-04-24 湘潭大学 Method and system for measuring interface binding energy of thin-film material with bulge method

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CN101122561A (en) * 2007-08-02 2008-02-13 上海交通大学 Back penetration measuring method for film base binding performance
CN103063571A (en) * 2012-12-24 2013-04-24 湘潭大学 Method and system for measuring interface binding energy of thin-film material with bulge method

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Title
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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104020036A (en) * 2014-06-19 2014-09-03 重庆大学 Method for determining maximal deflection of annular prestress film under transverse centralized load
CN104020036B (en) * 2014-06-19 2016-03-23 重庆大学 A kind of determine horizontal centre-point load under the method for annular prestressed film maximum defluxion
CN104215509A (en) * 2014-09-25 2014-12-17 哈尔滨工业大学 Testing device and load applying method for measuring deformation of thin film under combined load action
CN105890970A (en) * 2016-04-26 2016-08-24 重庆大学 Method for determining maximum deflection of annular films of central zone rigid plates under uniformly distributed load
CN105890970B (en) * 2016-04-26 2018-06-19 重庆大学 The determining method of the annular membrane maximum defluxion of center band rigid plate under uniform load
CN106644683A (en) * 2017-01-16 2017-05-10 重庆大学 Method for determining deflection of circular film under defined maximum deflection state
CN106769394A (en) * 2017-01-16 2017-05-31 重庆大学 Axle loads the determination method of lower prestress circular membrane maximum defluxion
CN106644683B (en) * 2017-01-16 2019-01-15 重庆大学 The determination method of circular membrane amount of deflection under maximum defluxion constrained state
CN106769394B (en) * 2017-01-16 2019-03-29 重庆大学 The determination method of axis load lower prestress circular membrane maximum defluxion

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