A MINDLIN ELEMENT FOR THICK AND DEEP SHELLS

被引：33
作者：
HEPPLER, GR
HANSEN, JS
机构：
来源：
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING | 1986年 / 54卷 / 01期
关键词：
D O I：
10.1016/0045-7825(86)90033-2
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
引用
收藏
页码：21 / 47
页数：27
相关论文
共 40 条
[1]  
Ahmad S, 1970, INT J NUMER METHODS, V2, P419, DOI DOI 10.1002/NME.1620020310
[2]  
Ashwell DG, 1976, C FINITE ELEMENTS AP
[3]  
BARSOUM RS, 1975, INT J NUMER METH ENG, V10, P25
[4]   EVALUATION OF A NEW CRACK TIP ELEMENT - DISTORTED 8-NODE ISOPARAMETRIC ELEMENT [J].
BLOOM, JM .
INTERNATIONAL JOURNAL OF FRACTURE, 1975, 11 (04) :705-707
[5]   A 4-NODED THIN-PLATE BENDING ELEMENT USING SHEAR CONSTRAINTS - A MODIFIED VERSION OF LYONS ELEMENT [J].
CRISFIELD, MA .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1983, 38 (01) :93-120
[6]  
Gibson J., 1961, DESIGN CYLINDRICAL S
[7]  
GOODIER JN, 1946, T ASME, V68, pA249
[8]   ON REISSNER THEORY OF BENDING OF ELASTIC PLATES [J].
GREEN, AE .
QUARTERLY OF APPLIED MATHEMATICS, 1949, 7 (02) :223-228
[9]  
Henshell R. D., 1975, International Journal for Numerical Methods in Engineering, V9, P495, DOI 10.1002/nme.1620090302
[10]   HETEROSIS FINITE-ELEMENT FOR PLATE BENDING [J].
HUGHES, TJR ;
COHEN, M .
COMPUTERS & STRUCTURES, 1978, 9 (05) :445-450
1234