EIGENVALUES AND STABLE TIME STEPS FOR THE UNIFORM STRAIN HEXAHEDRON AND QUADRILATERAL

被引:60
作者
FLANAGAN, DP [1 ]
BELYTSCHKO, T [1 ]
机构
[1] NORTHWESTERN UNIV,DEPT CIVIL ENGN,EVANSTON,IL 60201
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 1984年 / 51卷 / 01期
关键词
D O I
10.1115/1.3167594
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Simple formulas for bounding the maximum eigenvalues or computing them exactly are obtained for the uniform strain eight-node hexahedron and the four-node quadrilateral. The development is based on a novel technique that reduces the size of the eigenproblem to where it can be managed analytically. These formulas are useful for explicit time integration applications since they provide conserative estimates of stable time steps. The eigenvalue analysis is limited to linear, isotropic materials but the results are also useful in nonlinear problems since the linerized material properties may be used. © 1984 by ASME.
引用
收藏
页码:35 / 40
页数:6
相关论文
共 8 条
[1]  
Achenbach JD., 1973, WAVE PROPAGATION ELA
[2]  
Ames WF, 1977, NUMERICAL METHODS PA, V2nd
[3]  
Belytschko T, 1980, ADV STRUCTURAL DYNAM, V1, P97
[4]   A UNIFORM STRAIN HEXAHEDRON AND QUADRILATERAL WITH ORTHOGONAL HOURGLASS CONTROL [J].
FLANAGAN, DP ;
BELYTSCHKO, T .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1981, 17 (05) :679-706
[5]  
FLANAGAN DP, J ENG MECHANICS DIVI, V107, P1039
[6]  
Isaacson E., 1966, ANAL NUMERICAL METHO
[7]  
Penzien J., 1975, DYNAMICS STRUCTURES
[8]  
Sokolnikoff I.S., 1956, MATH THEORY ELASTICI