横观各向同性材料轴对称问题基本解

从横观各向同性材料的基本解出发,用积分的方法得到了轴对称问题的基本解,对于材料特征Ｓｉ互不相等的两种可能情形都给出了表达式,因此,可直接退化得到各向同性材料轴对称问题基本解。     

轴对称横观各向同性层状弹性半空间问题受力分析

本文从柱坐标系弹性力学基本方程出发,将位移场和应力场在径向进行Ｈａｎｋｅｌ变换,利用常微分主程求解原理,直接得出在轴对称荷载作用下横观各向同性半无限弹性空间的位移场,利用此结果推导出单层元的刚度矩阵。     

横观各向同性轴对称界面端奇异性研究

套筒模型是复合材料中常用的进行纤维、基体间应力传递分析的轴对称模型.在套筒模型中,中心为纤维,纤维外包裹的"套筒"有假设为各向同性基体材料的,也有假设为横观各向同性复合材料的.不失一般性,本文将纤维和基体均视作横观各向同性材料,建立了任意楔形角的横观各向同性复合材料基体包裹横观各向同性纤维的轴对称模型,采用两次坐标变换、逐次渐近等求解方法,得到了求解该模型界面端应力奇异性指数的特征方程.考虑常见的碳纤维/环氧树脂复合材料制成的压入和拔出试件,根据得到的特征方程计算了两种试件的界面端奇异性指数随碳纤维体积百分含量的变化情况,结果发现,随纤维体积百分含量的增加,两种试件界端的奇异性均呈减弱趋势.     

弹性圆板下横观各向同性弹性地基的轴对称问题

将与板相关的各力学量展开为Fourier-Bessel级数,利用解析法对弹性圆板下横观各向同性弹性地基的轴对称问题进行了分析。这些级数中的待定系数由板的边界条件、板的控制方程、地基-板的相容条件加以确定。数值计算结果表明:横观各向同性地基的沉降比各向同性地基的沉降要小,而地基反力则变化不大,说明按各向同性地基进行分析偏于保守。该分析方法将原问题简化为求解代数方程组的问题,且该方法可以推广到板的一般弯曲及层状地基与板的相互作用问题。     

一种三维体罚平衡应力杂交元

主要研究三维体罚平衡杂交元理论并建立相应的单元模型，采用罚平衡方法可以在不增中自由度的前提下，有效地扼制寄生应力，从而大幅度提高畸变网格下的计算精度，所给算例对８节点空间六面体单元（ＤＭ８）、优化杂交元和该文得出的单元进行了比较，证明了这一点，文中还尝试将该文 于方板和不可压缩问题的计算，得出了令人满意的结果。     

轴对称横观各向同性热弹性圆柱的分解

为了得到精确的应力场、位移场、温度场,将扭转圆轴的精化理论研究方法推广到轴对称横观各向同性热弹性圆柱。利用Bessel函数以及轴对称横观各向同性热弹性圆柱的通解,给出了轴对称横观各向同性热弹性圆柱的分解定理。根据柱面齐次边界条件获得了精确的精化方程,精化方程可以分解为一阶方程、超越方程、温度方程,从而将横观各向同性热弹性圆柱的轴对称问题分解为轴向拉压问题、超越问题、热-应力耦合问题。超越部分对应端部自平衡情况,可以清晰地了解到端部应力分布对内部应力场的影响,热-应力耦合部分对应无外加应力场时圆柱内部因温度变化引起的热应力。     

轴对称实体迴转杂交应力元

用杂交应力法导出一系列新的八节点、四边形轴对称实体迴转元,对每种元,边界二次位移插值函数相同,内部应力场各异,对两类不同选择假定应力场的方法进行了对比研究,以內压力作用下的厚壁筒及厚球为例,对各种应力场进行了数值比较,并选出了一种较好的元,该元给出了远较传统的八节点轴对称假定位移元准确的应力分布。     

轴对称非协调元分片检验检验函数的结构

导出了轴对称非协调元分片检验中检验函数的形式,其位移函数是一种不完全的线性函数。从而给出了轴对称非协调调元分析检验更准确,完全的描述。     

非协调和杂交有限元的理论和应用——纪念恩师吴长春教授

本纪念文介绍了吴长春教授在计算力学领域的主要学术贡献, 重点介绍了他在非协调和杂交有限元的理论和应用方面的开创性工作, 他发展的构造非协调插值函数的一般公式以及杂交应力元优化方法至今仍是发展高性能有限元的重要工具, 经常被同行引用.      

用泰勒级数法求解横观各向同性球壳的轴对称弯曲问题

本文采用泰勒级数法分析横观各向同性球壳轴对称弯曲问题。将位移沿厚度方向展开成泰勒级数,利用三维弹性方程求得级数中的各阶导数。对于边值问题,用特征函数法满足球面齐次边界条件,并用最小二乘配点法满足端部条件。     

Axisymmetric thermoelastoplastic stress-strain state of flexible laminated transversely isotropic shells

The paper presents a technique for numerical analysis of the elastoplastic stress-strain state of flexible laminated shells of revolution made of isotropic and transversely isotropic materials and subjected to axisymmetric loading and heating. The technique is based on the Kirchhoff-Love hypotheses for the whole laminate. The deformation of the isotropic materials is described using the theory of deformation along paths of small curvature. The deformation of the transversely isotropic material is described using the flow theory with isotropic hardening. The process of loading is divided into steps at each of which the stress-strain state is determined by the method of successive approximations. A numerical example is given __________ Translated from Prikladnaya Mekhanika, Vol. 42, No. 12, pp. 76–86, December, 2006.     

Free axisymmetric vibration of transversely isotropic laminated circular plates

Based on the three dimensional elastic theory, the state equation of the axisymmetric free vibration of transversely isotropic circular plates is established. Taking the advantage of finite Hankel transform, two exact solutions are derived for two boundary conditions, i. e. the rigid-slipping boundary and elastic simply supported boundary. Finally, numerical results are presented and compared with those of FEM. The project is supported by the National Natural Science Foundation of China and the Zhejiang Provincial Natural Science Foundation.     

Slip-line field theory of transversely isotropic body

ＳＬＩＰ－ＬＩＮＥＦＩＥＬＤＴＨＥＯＲＹＯＦＴＲＡＮＳＶＥＲＳＥＬＹＩＳＯＴＲＯＰＩＣＢＯＤＹＲｕａｎＨｕａｉ－ｎｉｎｇ（阮怀宁）（ＨｅｈａｉＵｎｉｖｅｒｓｉｔｙ）ＮａｎｊｉｎｇＷａｎｇＷｅｉ－ｘｉａｎｇ（王维襄）（ＣｈｉｎａＵｎｉｖｅｒｓｉｔｙｏｆ...     

Characteristic analysis for stress wave propagation in transversely isotropic fluid-saturated porous media

According to generalized characteristic theory, a characteristic analysis for stress wave propagation in transversely isotropic fluid-saturated porous media was performed. The characteristic differential equations and compatibility relations along bicharacteristics were deduced and the analytical expressions for wave surfaces were obtained. The characteristic and shapes of the velocity surfaces and wave surfaces in the transversely isotropic fluid-saturated porous media were discussed in detail. The results also show that the characteristic equations for stress waves in pure solids are particular cases of the characteristic equations for fluid-saturated porous media.     

各向同性和横观各向同性材料的统一点力解

本文根据横观各向同性弹性力学的通解获得了无限体的点力解，由它可以直接退化到各向同性情形的Ｋｅｌｖｉｎ解，利用这个点力解编制的边界元法程序，适用于横观各向同性材料也适用于各向同性材料，因此是真正的统一点力解。还用边界元法计算了两个数值例题。     

横观各向同性材料三维裂纹问题的数值分析

严格从三维横观各向同性材料弹性空间问题的Green函数出发,采用Hadamard有限部积分概念,导出了三维状态下单位位移间断(位错)集度的基本解.在此基础上,将三维任意形状的片状裂纹问题归结为求解-组以未知位移间断表示的超奇异积分方程;并给出了边界元离散形式.对方程中出现的超奇异积分,采用了Had-alnard定义的有限部积分来处理.论文最后给出了若干典型片状裂纹问题的数值算例,数值结果表明了本文方法是非常有效的.     

Complex representation of the equations of a transversely isotropic spherical shell with prestresses

The system of equilibrium equations for a transversely isotropic spherical shell with prestresses is represented in a complex form. A method for constructing the general solution of this system is outlined __________ Translated from Prikladnaya Mekhanika, Vol. 43, No. 2, pp. 122–132, February 2007. For the centenary of birth of G. N. Savin.     

Axisymmetric solid-of-revolution elements based on the assumed stress hybrid model

A series of axisymmetric solid-of-revolution elements with 8-node and quadrilateral cross section have been developed based on the assumed stress hybrid model. A quadratic boundary displacement assumption is employed for each element and a variety of interior stress assumptions have been made. Two different kinds of procedure used for developing stress field have been studied. Example problems of a thick-walled cylinder under internal pressure and a thick-walled sphere under internal pressure are utilized to evaluate the various elements and a desirable stress assumption has been identified. Comparisons of present results with those obtained by the use of 8-node element based on the assumed displacement model indicate that this hybrid stress element is far superior in predicting the stress distribution.