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四边简支矩形板稳定问题的精确解 总被引:6,自引:0,他引:6
本文从三维弹性力学出发,推导了四边均匀受压简支矩形板的临界载荷公式,并进行了数值计算与经典理论及考虑剪应变薄板理论进行了分析比较。 相似文献
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多孔功能梯度材料(FGM)构件的特性与孔隙率和孔隙分布形式有密切关系。本文基于经典板理论,考虑不同孔隙分布形式时修正的混合率模型,研究Winkler弹性地基上四边受压多孔FGM矩形板的自由振动与临界屈曲载荷特性。首先利用Hamilton原理和物理中面的定义推导Winkler弹性地基上四边受压多孔FGM矩形板自由振动的控制微分方程并进行无量纲化,然后应用微分变换法(DTM)对无量纲控制微分方程和边界条件进行变换,得到计算无量纲固有频率和临界屈曲载荷的代数特征方程。将问题退化为孔隙率为零时的FGM矩形板并与已有文献进行对比以验证其有效性。最后计算并分析了梯度指数、孔隙率、地基刚度系数、长宽比、四边受压载荷及边界条件对多孔FGM矩形板无量纲固有频率的影响以及各参数对无量纲临界屈曲载荷的影响。 相似文献
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本文给出了稳定问题的平衡方程和边界条件的曲线坐标形式,用数学弹性力学的方法分析了两端简支的各向同性多层圆柱壳在轴压下的稳定问题,给出了可求解临界载荷的超越方程.用数值计算方法算得了临界载荷,并与夹层壳理论算得的结果作了比较. 相似文献
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横观各向同性板的弹性精化理论 总被引:7,自引:0,他引:7
本文从横观各向同性体三维弹性力学的胡海昌解出发,推导出横观各向同性板弯曲的基本方程,由此建立了板的弹性精化理论.基本方程由一个双调和方程和一个剪切方程组成;前者对应于修正的经典板理论,而后者则表征了横向剪切变形的影响。推导过程中,没有引入板理论所采用的种种假定。所得到的板的基本方程同三维弹性力学方程相协调;即满足板方程的介一定满足三维的弹性力学的所有方程.因此,相对于三维弹性力学,本文建立的板精化理论的近似性仅在于其边界条件是由应力合力(或中面位移)描述的。 相似文献
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中国科学院北京力学研究所十二室 《力学进展》1974,4(2):0-0
本文对四边简支加筋圆柱曲板在侧向压力作用下的弹性稳定问题进行了计算。把加筋曲板作为各向异性曲板处理,考虑加筋位置偏心及筋条抗扭刚度的影响,在经典简支和直边顶住简支两种边界条件下,采甩线性理论。对有关参数进行分析,找出影响临界载荷的主要参数,给出便于使用的曲线。 相似文献
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用弹性力学方法研究平板稳定性问题 总被引:3,自引:0,他引:3
本文用弹性力学的方法研究了面内双向均匀受压和均匀受剪的板状弹性体的稳定性问题.从数学弹性稳定理论的基本方程出发,通过推广胡海昌的位移函数,归结为求解三个非耦合的二阶偏微分方程式,从而减少了解决具体问题所遇到的困难. 文中对四边简支双向均匀受压的矩形板给出了具体算例.计算表明,在薄板情况下得到的临界载荷略低于经典板理论给出的结果. 相似文献
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基于经典屈曲理论,研究了轴向受压黏弹性复合材料层合圆柱壳的临界屈曲载荷.
利用Boltzmann线性积分型本构关系描述铺设单层的各向异性黏弹性行为. 结合解析与数值
方法,由Donnell型屈曲控制方程以及边界条件的Laplace变换导出相空间的特征方程,根
据Laplace逆变换的极值定理,获得层合圆柱壳的瞬时弹性临界载荷与持久临界载荷. 针对
多组铺设方式,通过数值算例重点分析了临界载荷随铺设角的变化特征,两种临界载荷的峰
值点差异程度与铺设方式、几何参数以及材料类型的关系,得到了一些对黏弹性层合圆柱壳
的优化设计有参考价值的结论. 相似文献
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本文提出了固支复合材料各向异性层合圆板受均布横向载荷作用下的满足三维弹性力学基本微分方程和边界条件的解析解答。文中采用一种发展的摄动方法进行求解,板中的每个应力和位移都展开为无量纲厚度参数ε的摄动级数,并采用二维板理论解答作为其相应三维摄动解答的一个基本解的形式,通过摄动方法逐级求解而获得完整的三维解答。文中以解析形式和数值形式给出了高精确度的三维应力和位移结果,结果表明,本文求解三维问题的解析方法是合理有效的。 相似文献
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By virtue of the general solution of dynamic elasticity equations for transverse isotropy as well as the variable separation
method, three-dimensional exact solutions of circular plates are obtained under two types of boundary conditions. The solutions
can consider both axisymmetric and non-axisymmetric cases. Solutions based on the classical plate theory and Mindlin plate
theory are also presented under the corresponding boundary conditions. Numerical results are finally presented and comparisons
between the three theories are made.
The project is supported by the National Natural Science Foundation of China (No. 19872060). 相似文献
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圆柱正交异性体三维弹性问题的一个解法 总被引:1,自引:0,他引:1
本文从三维弹性力学基本方程出发,导出了圆柱正交异性体三维弹性静、动态问题的状态方程,并进而求得以位移表达的控制方程.还对横观各向同性体的轴对称问题给出了一个完备闭合解.文中算例计算了一个横观各向同性组合圆柱体的轴对称问题. 相似文献
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基于经典板理论,研究了功能梯度材料圆板的轴对称弯曲、屈曲和自由振动解与相应的均匀材料圆板解之间的转换关系.通过消去拉-弯耦合项得到了以挠度函数表示的功能梯度圆板的弯曲、屈曲和自由振动控制方程.分析功能梯度圆板与均匀圆板的控制方程之间的相似性,得到了功能梯度材料圆板与均匀圆板的解之间解的相似转换关系,在假定FGM圆板的材料性质沿厚分别以幂函数和指数函数的度变规律后,给出了相应的转换系数的解析表达式.该系数集中反映了功能梯度圆板的材料非均匀性.在已知均匀材料圆板轴对称解的条件下,可将功能梯度材料圆板轴对称问题的求解转化为相似转换系数的计算问题.这一方法可为非均匀板的求解提供了十分便捷有效的途径,而且便于工程应用. 相似文献
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In the present article, axisymmetric bending and stretching of functionally graded (FG) circular plates subjected to uniform transverse loading based on fourth-order shear deformation plate theory (FOST) have been studied. Using a fourth-order shear deformation theory, the solutions for deflection and rotation functions of FG plates are presented in terms of the corresponding quantities for a homogeneous plate using the classical plate theory (CPT), from which solutions one can easily obtain the FOST solutions for axisymmetric bending of FG circular plates. It is assumed that the effective mechanical properties of the functionally graded plates through the thickness are continuous functions of the volume fractions of the constituent parts which are themselves defined by a power-law function. Numerical results for maximum deflection and shear stress are presented for various percentages of ceramic–metal volume fractions. These results are also compared with those obtained from the first-order shear deformation plate theory of Mindlin (FST), the third-order shear deformation plate theory of Reddy (TST) as well as the exact three-dimensional elasticity solution. It is found that although the maximum deflections obtained using FOST and TST are close to each other, the through-thickness shear stress is predicted more accurately by the FOST formulation than by the TST. 相似文献
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Bertil Storåkers 《International Journal of Solids and Structures》1975,11(12):1329-1346
A buckling criterion for shells with an axisymmetric middle surface and subjected to edge loads and hydrostatic surface pressure loading is formulated starting from Hill's three-dimensional continuum theory for uniqueness of deformation of inelastic solids. It turns out that a physically consistent two-dimensional set of equations may be derived for a quite general class of strain-hardening elastic-plastic solids, the only essential restriction being that of a smooth yield function. The intrinsic errors inherent in the derived rate equations, being an integral part of an eigenvalue problem, are discussed in relation to a circular cylinder under axial compression. Analytical results are given which illustrate the influence of the constitutive properties and the boundary contraints on the magnitude of the critical load. 相似文献
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The free vibration of annular thick plates with linearly varying thickness along the radial direction is studied, based on
the linear, small strain, three-dimensional (3-D) elasticity theory. Various boundary conditions, symmetrically and asymmetrically
linear variations of upper and lower surfaces are considered in the analysis. The well-known Ritz method is used to derive
the eigen-value equation. The trigonometric functions in the circumferential direction, the Chebyshev polynomials in the thickness
direction, and the Chebyshev polynomials multiplied by the boundary functions in the radial direction are chosen as the trial
functions. The present analysis includes full vibration modes, e.g., flexural, thickness-shear, extensive, and torsional.
The first eight frequency parameters accurate to at least four significant figures for five vibration categories are obtained.
Comparisons of present results for plates having symmetrically linearly varying thickness are made with others based on 2-D
classical thin plate theory, 2-D moderate thickness plate theory, and 3-D elasticity theory. The first 35 natural frequencies
for plates with asymmetrically linearly varying thickness are compared to the finite element solutions; excellent agreement
has been achieved. The asymmetry effect of upper and lower surface variations on the frequency parameters of annular plates
is discussed in detail. The first four modes of axisymmetric vibration for completely free circular plates with symmetrically
and asymmetrically linearly varying thickness are plotted. The present results for 3-D vibration of annular plates with linearly
varying thickness can be taken as benchmark data for validating results from various plate theories and numerical methods. 相似文献
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本文由横观各向同性的弹性力学方程出发,研究有限长圆柱体的自由振动问题。利用文献「1」的通解,将位移分量和应力分量分别表达成傅里叶-塞尔级数和双曲-贝塞尔级数的形式。通过边界条件和级数的正交关系,得到关于有限长圆柱自由振动频率的特征方程。利用数值方法求解特征根,从而得到圆柱体三维振动的自振频率。 相似文献
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Based on the mathematical similarity of the axisymmetric eigenvalue problems of a circular plate between the classical plate theory(CPT), the first-order shear deformation plate theory(FPT) and the Reddy's third-order shear deformation plate theory (RPT), analytical relations between the eigenvalues of circular plate based on various plate theories are investigated. In the present paper, the eigenvalue problem is transformed to solve an algebra equation. Analytical relationships that are expressed explicitly between various theories are presented. Therefore, from these relationships one can easily obtain the exact RPT and FPT solutions of critical buckling load and natural frequency for a circular plate with CPT solutions. The relationships are useful for engineering application, and can be used to check the validity, convergence and accuracy of numerical results for the eigenvalue problem of plates. 相似文献