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本文由Reissner型板的不连续位移基本解,根据Betti互换定理,导出了Reissner型板的不连续位移边界积分方程,结合平面问题的不连续位移边界积分方程--边界元方法和线弹簧模型,给出了Reissner型板表面裂纹应力强度因子的线弹簧-不连续位移边界积分方程解法。 相似文献
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将平面弹性力学确定性的充分必要的边界积分方程推广到含材料常数随机的不确定问题中去,给出了位移的均值以及偏差的充分必要的边界积分方程。数值计算结果表明,和确定性的积分方程一样,习用的随机边界积分方程在退化尺度附近,无论是均值还是偏差都存在巨大的误差,而充要的随机边界积分方程则始终保持良好的精度 相似文献
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对线弹性平面问题的边界轮廓法,选用完备的二次位移形函数,使求问题的维数降低两维,给出了求解边界位移和面力以及内点应力的求解方法。证明平面弹怀断鲜明力学Ja积分、M积分、L积分方程的被积函数的散度均等于零,将它们分别转化为边界点的位移和面力的线性迭加,无需计算数值积分,算例表明,本文方法具有较高的精度。 相似文献
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文[4]导出了二维弹性力学平面问题的一类新型边界积分方程,本文将该理论和方法推广到三变量的Reissner板弯曲中,给出边界场变量含广义位移和新型广义力的边界积分方程。从而边界弯矩应力张量可直接由离散边界积分方程求出。 相似文献
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本文致力于平面正交各向异性弹性问题的规则化边界元法研究,提出了新的规则化边界元法的理论和方法。对问题的基本解的特性进行了研究,确立基本解的积分恒等式,提出一种基本解的分解技术,在此基础上,结合转化域积分方程为边界积分方程的极限定理,建立了新颖的规则化边界积分方程。和现有方法比,本文不必将问题变换为各向同性的去处理,从而不含反演运算,也有别于Galerkin方法,无需计算重积分,因此所提方法不仅效率高,而且程序设计简单。特别是,所建方程可计算任何边界位移梯度,进而可计算任意边界应力,而不仅限于面力。数值实施时,采用二次单元和椭圆弧精确单元来描述边界几何,使用不连续插值逼近边界函数。数值算例表明,本文算法稳定、效率高,所取得的边界量数值结果与精确解相当接近。 相似文献
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一种新型的边界元法——边界轮廓法 总被引:2,自引:0,他引:2
利用传统边界元积分方程的被积函数的散度等于零的特性,提出一种新型的边界元法——边界轮廓法,使求解问题的维数降低两维。对线弹性平面问题,选择二次位移形函数,求得相应的位移和应力势函数,使二维问题的求解转化为边界点的数值计算,给出了边界点的位移和面力及域内点的应力和位移的计算公式。实例计算表明,该方法具有较高的精度。 相似文献
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相对于有限元法,边界单元法在求解断裂问题上有着独特的优势,现有的边界单元法中主要有子区域法和双边界积分方程法.采用一种改进的双边界积分方程法求解二维、三维断裂问题的应力强度因子,对非裂纹边界采用传统的位移边界积分方程,只需对裂纹面中的一面采用面力边界积分方程,并以裂纹间断位移为未知量直接用于计算应力强度因子.采用一种高阶奇异积分的直接法计算面力边界积分方程中的超强奇异积分;对于裂纹尖端单元,提供了三种不同形式的间断位移插值函数,采用两点公式计算应力强度因子.给出了多个具体的算例,与现存的精确解或参考解对比,可得到高精度的计算结果. 相似文献
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证明面力边界积分方程被积函数的散度等于零,应用Stokes公式,对平面线弹性问题,将面力边界积分的求解转化为边界点的位移势函数的点值计算。应用边界积分方程的求解结果,推导出J积分亦可表示为边界点的积分势函数的点值计算,无需进行数值积分,实例计算说明该方法的有效性。 相似文献
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BOUNDARY INTEGRAL EQUATIONS FOR BENDING PROBLEM OF REISSNER'S PLATES ONTWO-PARAMETER FOUNDATION 总被引:1,自引:0,他引:1
I.IntroductionThickplatesonelastict'oundationarewidelyusedinengineering,suchasthebottomplatesofoffShorestructures,surfaceplatesonrunwayofairportsandfoundationsofhigh-risebuildingsandthelike.Itisextremelydifficulttoobtainanalyticalsolutiontarathickplatewithcomplicatedshapeorcomplicatedboundaryconditiononelasticfoundation.Inrecentyears,theboundaryelementmethod(BEM)hasbeensuccessl'ullyusedtoanalyzethebendingproblemofplatesoneverykindofelasticfoundation(Ref.[l,2.3]).Butthereareonlyfewreferences… 相似文献
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Two fundamental solutions for bending problem of Reissner's plates on two-parameter foundation are derived by means of Fourier
integral transformation of generalized function in this paper. On the basis of virtual work principles, three boundar integral
equations which fit for arbitrary shapes, lods and boundary conditions of thick plates are presented according to Hu Haichang's
theory about Reissner's plates. It provides the fundamental theories for the application of BEM. A numerical example is given
for clamped, simply supported and free boundary conditions. The results obtained are satisfactory as compared with the analytical
methods.
Project supported by the P.H.D. Foundation of National Education Committee of China 相似文献
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On the basis of Reissner's theory, the exact solutions of the bending of cantilever rectangular plates are obtained by means of the concept of generalized simply-supported boundary. From the results obtained, it can be found that the method is valid. 相似文献
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Reissner板弯曲的复变函数分析方法 总被引:1,自引:0,他引:1
本文建立了Reissner板弯曲问题的复变函数分析方法,它可以有效地用于分析含一般孔洞板弯曲的应力集中问题。作为应用,文中还给出了一些计算实例。 相似文献
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Yu-Ying Huang 《Acta Mechanica Solida Sinica》1989,2(2):147-162
Based on Reissner's plate theory, the dynamic behaviour of an offshore circular plate with moderate thickness floating on a liquid of finite constant depth and anchored by uniformly distributed springs to the sea bed is investigated. The frequency equation governing the motion of the coupled Reissner's plate-liquid-spring system is analytically obtained by means of the linear potential flow theory and the expansion theorem in modal analysis. Several numerical examples are presented to illustrate the variation in fundamental frequencies of Reissner's floating circular plates with free edge due to the stiffnesses of distributed springs and the depths of liquid.The author is grateful to Mr. W.M. Cheng for his help in completing the numerical calculations. 相似文献
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J. G. Simmonds 《Journal of Elasticity》1990,23(2-3):219-232
An infinite, horizontal, elastically isotropic plate is subjected to a distributed vertical, axisymmetric load, part of which is a body force and part of which is a surface traction. The resulting 3-dimensional stresses and displacements are found with the aid of Love's stress function and Hankel transforms. From these, the sum of the principal stress couples, the average rotation of radial fibers, and the average vertical deflection are computed and compared against the predictions of classical and Reissner's shear-deformation plate theory. Remarkably, the elasticity and plate theory predictions for the stress couples and the rotation agree if Poisson's ratio is zero. In general, for smoothly varying loads, the predictions of Reissner's theory are closer than those of classical theory to the predictions of elasticity theory. However, if a part of the load is (nearly) concentrated, then it is shown that the singularities in the sum of the principal stress couples and in the rotation predicted by Reissner's theory are too strong (because his theory accounts for normal stress effects based on smoothly varying loads). Moreover, if the concentrated part of the external load is a uniformly distributed line load through the thickness, then classical theory predicts the correct singularity in these variables, although with an erroneous strength. On the other hand, Reissner's theory correctly predicts the logarithmic singularity in the average vertical deflection (for any type of concentrated load), although with an erroneous strength. 相似文献
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基于形变理论和Mises准则本文用虚载法分别导出Reissner型和Kirchhoff型板弹塑性弯曲方程,对它们间在多边形简支和轴对称弯曲下的相通性给出论证,并用弹性板样条积分方程法来求解,对诸如塑性域的范围和深度以及各点的弹塑性内力和位移等即使在稀疏剖分下也能有良好的计算精度。 相似文献
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Summary The bending of a thick rectangular plate with all the edges completely clamped is analyzed by the three-dimensional theory
of elasticity. A partially distributed uniform load over the top face is dealt within the analysis. The boundary conditions
of the completely clamped edges are prescribed by three-dimensional, exact conditions that three displacement components vanish
at the faces. The stress distributions at the edges are minutely examined by making the best use of advantages of the exact
analysis. The stress distributions for the case of a fully distributed uniform load are compared with those obtained by Reissner's
theory. The values of deflections and internal forces for various thickness-length ratios are also presented.
Accepted for publication 5 June 1997 相似文献
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IntroductionCorrugateddiaphragmisatypeofelasticthinshells .Itsdesignisverycomplicatedbecauseoftoomanyparametersthatinfluenceeachother.Inanumberofinstrumentsmeasuringdisplacements,corrugateddiaphragmissubjectedtoelasticdisplacementthatisatleastthesameorderasitsthickness,sothatitisnecessarytousegeometricalnonlineartheoryofthinshellstoanalyze.Sofarasweknow ,inmostcases,investigatorsdiscussedonlytheproblemofcorrugateddiaphragmwithuniformanddensecorrugationsundertheactionofaunique(uniformlyorconcen… 相似文献