采用三角形面积坐标的四边形17节点样条单元

利用二元4次样条插值基和三角形面积坐标构造17节点四边形单元．这个新单元具有4次完备阶,通过一些算例测试表明了该单元有较高精度并对网格畸变不敏感．     

非光滑方程组方法在求解非匹配网格接触问题中的应用

将非光滑方程组方法与Mortar StS接触模型(Mortar Segment-to-Segment)相结合,来求解接触面网格非匹配时的弹性接触问题.其中,非光滑方程组方法是求解弹性摩擦接触问题的有效方法,具有精确满足接触条件、迭代算法收敛性有理论保证的优点,但目前仅用于求解网格匹配的接触问题.Mortar StS接触模型可以较为方便地处理网格非匹配接触问题,其特点是不引入过多约束,满足接触分片检验条件,但目前大都采用“试验-误差”迭代方法求解控制方程,对于复杂接触问题,其收敛性不易保证.因此,将二者结合来处理网格非匹配接触问题,既可以提高求解精度,又能使得算法的收敛性得到理论保证.数值算例对接触分片检验和算法的计算精度进行了验证.     

Construction of n-sided polygonal spline element using area coordinates and B-net method

In general, triangular and quadrilateral elements are commonly applied in two-dimensional finite element methods. If they are used to compute polycrystalline materials, the cost of computation can be quite significant. Polygonal elements can do well in simulation of the materials behavior and provide greater flexibility for the meshing of complex geometries. Hence, the study on the polygonal element is a very useful and necessary part in the finite element method. In this paper, an n-sided polygonal element based on quadratic spline interpolant, denoted by PS2 element, is presented using the triangular area coordinates and the B-net method. The PS2 element is conforming and can exactly model the quadratic field. It is valid for both convex and non-convex polygonal element, and insensitive to mesh distortions. In addition, no mapping or coordinate transformation is required and thus no Jacobian matrix and its inverse are evaluated. Some appropriate examples are employed to evaluate the performance of the proposed element.     

A 17-node quadrilateral spline finite element using the triangular area coordinates

Isopaxametric quadrilateral elements are widely used in the finite element method. However, they have a disadvantage of accuracy loss when elements are distorted. Spline functions have properties of simpleness and conformality. A 17onode quadrilateral element has been developed using the bivaxiate quaxtic spline interpolation basis and the triangular area coordinates, which can exactly model the quartic displacement fields. Some appropriate examples are employed to illustrate that the element possesses high precision and is insensitive to mesh distortions.     

精化直接刚度法与不协调模式

基于不协调元的收敛条件，建立了精化直接刚度法所对应的不协调位移模式，从而使ＲＤＳＭ成为建立单变量不协调元的有实用性的一般方法。     

裂缝重力坝的非线性分析

本文按弹性接触理论建立了具有裂缝的重力坝结构分析的数学模型。着重分析了该坝体的非线性结构特性,并讨论了加载历史的不可逆性及载荷的不可迭加性。为了便于工程应用,在难以描述真实加载历史的情况下,提出建立相当加载历史和裂缝相当初态的分析方法。     

单变量有限元的新思考:精化直接刚度法

对单变量有限元和多变量有限元进行了综合分析和比较。其中包括有限元法的单元的可靠性问题:收敛性,坐标不变性,伪零能模式;单元的性能:计算精度,对畸变网格的适应性及解除闭锁、解的晃动现象等问题。进一步对单变量有限元提出新的思考,用精化直接刚度法发展单变量有限元,使之能兼备单变量有限元与多变量有限元之长,克服两者之短。     

改进边界元法的一个方法

本文提出了一种不协调边界元法。它可以自然地处理诸如角点、混合边界的交点等边界条件不连续问题,并通过增加约束和减缩数值积分精度等方法,完全避免了奇异积分和复杂积分。这种方法对处理复杂的边界积分方法行之有效。     

轴对称非协调元收敛理论与方法

基于加权Sobolev空间理论,建立了轴对称非协调元收敛准则。首先给出了轴对称非协调元的广义分片检验和F-E-M条件。又给出了一个既可用于检验单元收敛又可用于指导设计单元的轴对称非协调元收敛准则——强分片检验(SPT)。按此收敛准则建立了构造轴对称非协调元的一般方法。     

MORE GENERALIZED HYBRID VARIATIONAL PRINCIPLE AND CORRESPONDING FINITE ELEMENT MODEL

According to recent studies of the generalized variational principle by Professor ChienWeizang,the more generalized hybrid variational principle for finite element method isgiven,from which a new kind of the generalized hybrid element model is etablished.Using the thin plate bending element with varying thickness as an example,wecompare various hybrid elements based on different generalized variational principles.