Boundary element analysis of reinforced shear deformable shells

被引：4
作者：
Wen, PH
Aliabadi, MH
Young, A
机构：
[1] Univ London Queen Mary & Westfield Coll, Dept Engn, London E1 4NS, England
[2] DERA, Struct Mat Ctr, Farnborough GU14 6TD, Hants, England
来源：
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 2002年 / 54卷 / 06期
关键词：
boundary element method; stiffener; shear deformable shells;
D O I：
10.1002/nme.448
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In this paper, stiffened shear-deformable shells are analysed using the boundary element method. Coupled boundary integral equations are presented for describing curved shells under general loading conditions. The equations are based on boundary integral equations for plane stress and plate bending, with coupling terms arising from the curvature of the shell. Domain integrals are transformed into boundary integrals using the dual reciprocity technique. Stiffeners are modelled as curved beams, continuously attached to the shell. Numerical solutions calculated using the present method are compared with finite element results in two examples. Copyright (C) 2002 John Wiley Sons, Ltd.
引用
收藏
页码：789 / 808
页数：20
相关论文
共 20 条
  • [1] Aliabadi M., 1991, Numerical Fracture Mechanics, Solid Mechanics and Its Applications
  • [2] BESKOS DE, 1991, BOUNDARY ELEMENT ANA, P93
  • [3] CARR AJ, 1969, 4 WORLD C EARTHQ ENG
  • [4] CHEUNG YK, 1976, FINITE STRIP METHOD
  • [5] Chinh TD, 1997, INT J NUMER METH ENG, V40, P1749, DOI 10.1002/(SICI)1097-0207(19970530)40:10<1749::AID-NME120>3.0.CO
  • [6] 2-V
  • [7] Dirgantara T, 1999, INT J NUMER METH ENG, V45, P1257, DOI 10.1002/(SICI)1097-0207(19990730)45:9<1257::AID-NME629>3.0.CO
  • [8] 2-N
  • [9] FORBES DJ, 1969, 345 U ILL
  • [10] LU P, 1992, INT J SOLIDS STRUCT, V29, P173
12