A QUADRATIC MINDLIN ELEMENT USING SHEAR CONSTRAINTS

被引:62
作者
CRISFIELD, MA
机构
关键词
D O I
10.1016/0045-7949(84)90030-0
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
引用
收藏
页码:833 / 852
页数:20
相关论文
共 32 条
[1]  
Ahmad S, 1970, INT J NUMER METHODS, V2, P419, DOI DOI 10.1002/NME.1620020310
[2]  
ALLMAN DJ, 1970, IUTAM S HIGH SPEED C
[3]  
Baldwin J. T., 1973, International Journal for Numerical Methods in Engineering, V7, P431, DOI 10.1002/nme.1620070403
[4]   A STUDY OF 3-NODE TRIANGULAR PLATE BENDING ELEMENTS [J].
BATOZ, JL ;
BATHE, KJ ;
HO, LW .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1980, 15 (12) :1771-1812
[5]   A STABILIZATION MATRIX FOR THE BILINEAR MINDLIN PLATE ELEMENT [J].
BELYTSCHKO, T ;
TSAY, CS ;
LIU, WK .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1981, 29 (03) :313-327
[6]   SHEAR COEFFICIENT IN TIMOSHENKOS BEAM THEORY [J].
COWPER, GR .
JOURNAL OF APPLIED MECHANICS, 1966, 33 (02) :335-&
[8]   FINITE ELEMENT METHODS FOR ANALYSIS OF MULTICELLULAR STRUCTURES [J].
CRISFIELD, MA .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS, 1971, 48 (MAR) :413-+
[9]  
de Veubeke BMF., 1965, STRESS ANAL, P145
[10]  
DJAHANI P, 1977, THESIS IMPERIAL COLL