THE DETERMINATION FOR SHAPE FUNCTIONS OF ISOPARAMETRIC TRANSITIONAL ELEMENTS WITH MOVABLE NODES

This paper applies the covering method to the isoparametrictransitional elements of movable boundary nodes.The general shape functionormulas for quadrilateral elements and a convenient method to calculate the local node coordinate parameters are also introduced.The general formulas can be extended to space hexahedron elements.     

The Non-Linear Finite Element Analysis of Cable Structures Based on Four-Node Isoparametric Curved Element

In this paper,based on the geometric nonlinear behavior of cable structures,a finite element method with four-node isoparametric element was presented,the third order polynomial was used as displacement functions and initial curve of the element.By means of the principle of virtual work and the updated Lagrangian method,the authors derived the finite element equations,and solved them by Newton-Raphson method.The proposed model leads to high precision and can meet the engineering requirements.The model presented in this paper can be applied in the analysis of long-span tension structures,such as cable structures,cable domes and so forth.     

8结点等参位移模式在数字散斑相关方法上的应用

在分析国内外数字散斑相关技术的基础上,引入近年来有限元、数字图像、数值分析等方面的技术和方法,提出了根据物体的实际变形假设的新的位移模式,即8结点等参位移模式。针对这一位移模式,首次开发出适合木材变形的数字散斑相关测试软件,并将用8结点等参位移模式的数字散斑相关方法得到的结果与Ansys有限元计算的结果进行比较,结果表明:采用8结点等参位移模式的数字散斑相关方法,在复杂应力、应变场的测试中准确可靠。