Applied Mathematics and Mechanics (English Edition) ›› 1998, Vol. 19 ›› Issue (6): 585-591.

• 论文 • 上一篇    下一篇

TORSION OF COMPOSITE LAMINATED BARS WITH A LARGE NUMBER OF LAYERS

张剑, 李思简   

  1. Department of Engineering Mechanics, Shanghai Jiaotong University, Shanghai 200030, P. R. China
  • 收稿日期:1995-10-23 修回日期:1997-09-01 出版日期:1998-06-18 发布日期:1998-06-18
  • 基金资助:
    Project supported by the National Natural Science Foundation of China

TORSION OF COMPOSITE LAMINATED BARS WITH A LARGE NUMBER OF LAYERS

Zhang Jian, Li Sijian   

  1. Department of Engineering Mechanics, Shanghai Jiaotong University, Shanghai 200030, P. R. China
  • Received:1995-10-23 Revised:1997-09-01 Online:1998-06-18 Published:1998-06-18
  • Supported by:
    Project supported by the National Natural Science Foundation of China

摘要: In view of the effective elastic moduli theory[1]. analyzing the thick compositelaminated bars subjected to an externully applied torque are prasented by threedimensional finite element (3-D FEM) and global-local method in this paper.Numerical results involving,he distribution of shearing stresses on cross-section andthe torsional deformation and the interlaminar sirens near to free edges are given. tfnecessary elemeats discretization mad be densely carried ont only in the high stressgradient. region. Obviously, it requires less computer memory and computational time sothat it offers an effective way for evaluating strength of laminated bars torsion with agreat number of layers.

关键词: effective elastic moduli, three-dimensional element, sublaminatc, global-local method, free-edge effect, composite laminated bar

Abstract: In view of the effective elastic moduli theory[1]. analyzing the thick compositelaminated bars subjected to an externully applied torque are prasented by threedimensional finite element (3-D FEM) and global-local method in this paper.Numerical results involving,he distribution of shearing stresses on cross-section andthe torsional deformation and the interlaminar sirens near to free edges are given. tfnecessary elemeats discretization mad be densely carried ont only in the high stressgradient. region. Obviously, it requires less computer memory and computational time sothat it offers an effective way for evaluating strength of laminated bars torsion with agreat number of layers.

Key words: effective elastic moduli, three-dimensional element, sublaminatc, global-local method, free-edge effect, composite laminated bar

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