首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 125 毫秒
1.
应用弹性微结构理论,建立了具广义力场带孔隙损伤线弹性固体的基本模型.应用变积方法,同时分别建立了带孔隙损伤弹性固体四类和两类变量的广义变分原理,这些变分原理对应着带孔隙损伤弹性固体微分方程和初值边值条件.应用弹性微结构理论,建立了带孔隙损伤的弹性Timoshenko 梁的基本方程,得到带孔隙损伤的弹性Timoshenko 梁两类变量的广义变分原理.这些广义变分原理为近似求解带孔隙损伤的弹性问题提供了有效途径.  相似文献   

2.
橡胶类材料大变形本构关系及其有限元方法   总被引:39,自引:2,他引:37  
讨论大变形拟不可压缩模胶类材料的本构关系及有限元分析方法,采用乘法分解,将变形梯度表示成等容和体积变形两部分,在此基础上,推导了克希荷夫应力和格林应力表示的Yeoh形式应变能模胶类材料的本构关系及数值处理方法,为处理不可压缩问题,采用三场变分原理,其中静水压力,体积膨胀,以及位移均作为独立变量进行处理,并指出该变分原理同胡-鹫津广义变分原理的联系,变形采用相容等参插值,压力及体积膨胀采用低阶插值,  相似文献   

3.
Hellinger和Reissner先后于1914年和1950年提出了弹性力学中的一种广义变分原理,其中位移和应力看作是二类独立的自变函数.后来这种变分原理常叫做Hellinger-Reissner变分原理.本人和鹫津久一郎先后于1954年和1955年提出了另一种广义变分原理,其中位移、应变和应力三类变量都看作是独立的自变函数.后来这种变分原  相似文献   

4.
基于Yao建立的电磁弹性固体广义变分原理,运用关于非传统Hamilton型广义变分原理的方法,建立了电磁弹性动力学初边值问题的12类变量广义变分原理,可反映该问题的全部特征,其独立变分变量为该问题的全部变量,即位移、速度、动量、应变、应力、电位移、磁感应强度、电场强度、磁场强度、电标量势、磁标量势和磁矢量势.本文建立的...  相似文献   

5.
本文就胡海昌先生提出的等价定理的论争,申述个人的观点和论证,与胡海昌先生商榷。 本文主要论证了下列三点: (1)通过待定的拉格朗日乘子法证明了胡海昌-鹫津久一郎原理(下文简称胡鹫原理)的三类变量之间并不独立,应力应变关系仍然是应力和应变之间应该首先满足的变分约束条件。这个变分原理只是在形式上有应力、应变、位移三类变量,在实际上,这些变量中只有两类是独立的。(2)通过高阶拉格朗日乘子法,我们求得了比胡海昌鹫津久一郎原理的泛函更一般形式的具有三类变量的变分泛函,而且证明有无穷个这样的变分泛函。利用唯一性定理,我们证明了这些泛函的变量中必须满足应力应变关系这个条件。同样也证明了胡鹫原理并不是三类变量都独立的和没有任何约束条件的完全的变分原理,而是一个以应力应变关系为变分约束条件的变分原理。(3)在应力应变关系的变分约束条件下,我们证明了Hellinger-Reissner原理和胡鹫原理的等价定理。 本文的结论是:等价定理是正确的,并非象胡海昌先生所指的那样是“误解”。郭仲衡、戴天民、陈至达、刘殿魁、张其洁、邬瑞铎、奚肖风等通过各自的努力,在各种变分问题上论证了等价定理,都是正确的,没有什么“误解”,更没有“误入迷途”。胡海昌先生认为大家都有“误解”的原因,似乎在于  相似文献   

6.
根据古典阴阳互补和现代对偶互补的基本思想,通过作者提出的一条简单而统一的新途径,建立了有限变形弹性动力学的另一种单卷积形式的变分原理一各类非传统简化Gurtin型变分原理.首先给出一个以卷积表示的关系式,在力学上它是有限变形动力学的广义虚功原理的另一种表式.然后从该式出发,不仅能得到有限变形动力学另一种形式的虚功原理,而且通过文中所给出的一系列广义Legendre变换,还能成对导出5类变量、3类变量、2类变量和1类变量非传统简化Gurtin型变分原理的互补泛函.同时,通过这条新途径还能阐明这些原理之间的内在联系。  相似文献   

7.
弹性扁壳的广义变分原理及扁壳理论的某些问题   总被引:2,自引:2,他引:0  
本文导出了一个以应力函数及挠度为变量函数的弹性扁壳的广义变分原理。在这个变分原理中,扁壳全部基本方程都是Euler方程,全部边界条件都是自然边界条件。 应用这个变分原理,我們討論了以下問題: 1.用应力函数及挠度表示几何边界条件的問題; 2.多連通扁壳的位移单位条件問題。 文内还导出了大挠度情形的广义变分原理。  相似文献   

8.
饱和多孔介质耦合系统的几类变分原理   总被引:3,自引:0,他引:3  
采用变积方法,建立了一组等温准静态下饱和多孔介质的六类变量的广义变分原理,在此基础上,引入约束条件得到五类变量,四类变量,三类变量和二类变量的变分原理,为建立饱和多孔介质的有限元模型提供了基础。  相似文献   

9.
基于区间B样条小波和广义变分原理,提出了多变量小波有限元法,构造了一种新的薄板多变量小波有限单元.由广义变分原理推导结构的多变量有限元列式,区间B样条小波尺度函数作为插值函数构造的多变量小波有限元法中,广义应力和应变被作为独立变量进行插值,避免了传统方法中应力应变求解的微分运算,减小了计算误差.区间B样条小波良好的数值...  相似文献   

10.
论耦合热弹性力学中各种Gurtin型变分原理   总被引:5,自引:0,他引:5  
罗恩 《力学季刊》1990,11(1):43-53
本文提出了一条比巳有文献更简单更直接的新途径,系统地建立了耦合热弹性力学中各种Gurtin型变分原理。文中首先给出一个重要的以卷积表示的积分关系式,然后从该式出发,系统地导出成互补关系的八类变量、七类变量、六类变量、五类变量、四类变量、三类变量及二类变量的变分原理。而Nickell和Sackman,Carlson所给出的变分原理,只是本文所建立的新的更一股广义变分原理的部分特殊形式。并且,通过这条新途径,不仅能清楚地阐明各种Gurtin型变分原理之间的内在联系,而且能说明仅以应力场和热流场为独立变量的变分原理的建立过程。  相似文献   

11.
板弯曲求解新体系及其应用   总被引:41,自引:3,他引:38  
钟万勰  姚伟岸 《力学学报》1999,31(2):173-184
建立平面弹性与板弯曲的相似性理论,给出了板弯曲经典理论的另一套基本方程与求解方法,然后进入哈密顿体系用直接法研究板弯曲问题.新方法论应用分离变量、本征函数展开方法给出了条形板问题的分析解,突破了传统半逆解法的限制.结果表明新方法论有广阔的应用前景.  相似文献   

12.
The bending analysis of a thin rectangular plate is carried out in the framework of the second gradient elasticity. In contrast to the classical plate theory, the gradient elasticity can capture the size effects by introducing internal length. In second gradient elasticity model, two internal lengths are present, and the potential energy function is assumed to be quadratic function in terms of strain, first- and second-order gradient strain. Second gradient theory captures the size effects of a structure with high strain gradients more effectively rather than first strain gradient elasticity. Adopting the Kirchhoff’s theory of plate, the plane stress dimension reduction is applied to the stress field, and the governing equation and possible boundary conditions are derived in a variational approach. The governing partial differential equation can be simplified to the first gradient or classical elasticity by setting first or both internal lengths equal to zero, respectively. The clamped and simply supported boundary conditions are derived from the variational equations. As an example, static, stability and free vibration analyses of a simply supported rectangular plate are presented analytically.  相似文献   

13.
IntroductionIn 1 954,Hu[1,2 ]deducedHu_Washizuprinciplebyso_calledtrial_and_errormethod ,andin1 964 ,Chien[3]systematicallydiscussedtheLagrangemultipliermethod ,bywhichhesuccessfullydeducedHu_Washizuprinciple.Afterthatgeneralizedvariationalprinciplescanbearrivedat…  相似文献   

14.
基于Eringen提出的Nonlocal线弹性理论的微分形式本构关系,导出了相应的能量密度表达式,进而得到二维Nonlocal线弹性理论的变分原理.利用变分原理导出了对偶平衡方程和相应的边界条件.进而给出了非局部动力问题的Lagrange函数,并引入对偶变量和Hamilton函数,得到了对偶体系下的变分方程.在Hamilton体系下,通过变分得到了二维Nonlocal线弹性理论的对偶平衡方程和相应的边界条件.  相似文献   

15.
In this paper, the generalizd variational principles of plate bending, froblems are established from their minimum potential energy principle and minimum complementary energy principle through the elimination of their constraints by means of the method of Lagrange multipliers. The involutory transformations are also introduced in order to reduce the order of differentiations for the variables in the variation. Funhermore, these involutory transformations become infacl the additional constraints in the varialion. and additional Lagrange multipliers may be used in order to remove these additional constraints. Thus, various multi-variable variational principles are obtained for the plate bending problems. However, it is observed that. nol all the constrainls ofva’iaticn can be removed simply by the ordinary method of linear Lagrange multipliers. In such cases, the method of high-order Lagrange multipliers are usedto remove iliose constrainls left over by ordinary linear multiplier method. And consequently. some funct ionals of more general forms are oblained for the generaleed variational principles of plate bending problems.  相似文献   

16.
In this paper, variational principels in elasticity are classified according to the differences in the constraints used in these principles. It is shown in a previous paper [4] that the stress-strain relations are the constraint conditions in all these variational principles, and cannot be removed by the method of linear Lagrange multiplier. The other possible constraints are four of them: (1) equations of equilibrium, (2) strain-displacement relations, (3) boundary conditions of given external forces and (4) boundary conditions of given boundary displacements. In variational principles of elasticity, some of them have only one kind of such constraints, some have two kinds or three kinds of constraints and at the most four kinds of constraints. Thus, we have altogether 15 kinds of possible variational principles. However, for every possible variational principle, either the strain energy density or the complementary energy density may be used. Hence, there are altogether 30 classes of functional of variational principles in elasticity. In this paper, all these functionals are tabulated in detail.  相似文献   

17.
This paper has successfully addressed three critical but overlooked issues in nonlocal elastic stress field theory for nanobeams: (i) why does the presence of increasing nonlocal effects induce reduced nanostructural stiffness in many, but not consistently for all, cases of study, i.e., increasing static deflection, decreasing natural frequency and decreasing buckling load, although physical intuition according to the nonlocal elasticity field theory first established by Eringen tells otherwise? (ii) the intriguing conclusion that nanoscale effects are missing in the solutions in many exemplary cases of study, e.g., bending deflection of a cantilever nanobeam with a point load at its tip; and (iii) the non-existence of additional higher-order boundary conditions for a higher-order governing differential equation. Applying the nonlocal elasticity field theory in nanomechanics and an exact variational principal approach, we derive the new equilibrium conditions, do- main governing differential equation and boundary conditions for bending of nanobeams. These equations and conditions involve essential higher-order differential terms which are opposite in sign with respect to the previously studies in the statics and dynamics of nonlocal nano-structures. The difference in higher-order terms results in reverse trends of nanoscale effects with respect to the conclusion of this paper. Effectively, this paper reports new equilibrium conditions, governing differential equation and boundary condi- tions and the true basic static responses for bending of nanobeams. It is also concluded that the widely accepted equilibrium conditions of nonlocal nanostructures are in fact not in equilibrium, but they can be made perfect should the nonlocal bending moment be replaced by an effective nonlocal bending moment. These conclusions are substantiated, in a general sense, by other approaches in nanostructural models such as strain gradient theory, modified couple stress models and experiments.  相似文献   

18.
Bending analysis of micro-sized beams based on the Bernoulli-Euler beam theory is presented within the modified strain gradient elasticity and modified couple stress theories. The governing equations and the related boundary conditions are derived from the variational principles. These equations are solved analytically for deflection, bending, and rotation responses of micro-sized beams. Propped cantilever, both ends clamped, both ends simply supported, and cantilever cases are taken into consideration as boundary conditions. The influence of size effect and additional material parameters on the static response of micro-sized beams in bending is examined. The effect of Poisson’s ratio is also investigated in detail. It is concluded from the results that the bending values obtained by these higher-order elasticity theories have a significant difference with those calculated by the classical elasticity theory.  相似文献   

19.
In this paper we study the procedure of reducing the three-dimensional problem of elasticity theory for a thin inhomogeneous anisotropic plate to a two-dimensional problem in the median plane. The plate is in equilibrium under the action of volume and surface forces of general form. À notion of internal force factors is introduced. The equations for force factors (the equilibrium equations in the median plane) are obtained from the thickness-averaged three-dimensional equations of elasticity theory. In order to establish the relation between the internal force factors and the characteristics of the deformed middle surface, we use some prior assumptions on the distribution of displacements along the thickness of the plate. To arrange these assumptions in order, the displacements of plate points are expanded into Taylor series in the transverse coordinate with consideration of the physical hypotheses on the deformation of a material fiber being originally perpendicular to the median plane. The well-known Kirchhoff—Love hypothesis is considered in detail. À closed system of equations for the theory of inhomogeneous anisotropic plates is obtained on the basis of the Kirchhoff—Love hypothesis. The boundary conditions are formulated from the Lagrange variational principle.  相似文献   

20.
Method of integro-differential relations in linear elasticity   总被引:1,自引:0,他引:1  
Boundary-value problems in linear elasticity can be solved by a method based on introducing integral relations between the components of the stress and strain tensors. The original problem is reduced to the minimization problem for a nonnegative functional of the unknown displacement and stress functions under some differential constraints. We state and justify a variational principle that implies the minimum principles for the potential and additional energy under certain boundary conditions and obtain two-sided energy estimates for the exact solutions. We use the proposed approach to develop a numerical analytic algorithm for determining piecewise polynomial approximations to the functions under study. For the problems on the extension of a free plate made of two different materials and bending of a clamped rectangular plate on an elastic support, we carry out numerical simulation and analyze the results obtained by the method of integro-differential relations.  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号