Applied Mathematics and Mechanics (English Edition) ›› 2004, Vol. 25 ›› Issue (4): 458-466.

• 论文 • 上一篇    下一篇

ANTIPLANE PROBLEM OF CIRCULAR ARC INTERFACIAL RIGID LINE INCLUSIONS

刘又文, 方棋洪, 王明斌   

  1. Department of Engineering Mechanics, Hunan University, Changsha 410082, P. R. China
  • 收稿日期:2002-02-24 修回日期:2003-11-28 出版日期:2004-04-18 发布日期:2004-04-18
  • 基金资助:
    the Natural Science Foundation of Hunan Province(02JJY2014)

ANTIPLANE PROBLEM OF CIRCULAR ARC INTERFACIAL RIGID LINE INCLUSIONS

LIU You-wen, FANG Qi-hong, WANG Ming-bin   

  1. Department of Engineering Mechanics, Hunan University, Changsha 410082, P. R. China
  • Received:2002-02-24 Revised:2003-11-28 Online:2004-04-18 Published:2004-04-18
  • Supported by:
    the Natural Science Foundation of Hunan Province(02JJY2014)

摘要: The antiplane problem of circular arc rigid line inclusions under antiplane concentrated force and longitudinal shear loading was dealt with. By using Riemann-Schwarz’s symmetry principle integrated with the singularity analysis of complex functions, the general solution of the problem and the closed form solutions for some important practical problems were presented. The stress distribution in the immediate vicinity of circular arc rigid line end was examined in detail. The results show that the singular stress fields near the rigid inclusion tip possess a square-root singularity similar to that for the corresponding crack problem under antiplane shear loading, but no oscillatory character. Furthermore, the stresses are found to depend on geometrical dimension, loading conditions and materials parameters. Some practical results concluded are in agreement with the previous solutions.

Abstract: The antiplane problem of circular arc rigid line inclusions under antiplane concentrated force and longitudinal shear loading was dealt with. By using Riemann-Schwarz’s symmetry principle integrated with the singularity analysis of complex functions, the general solution of the problem and the closed form solutions for some important practical problems were presented. The stress distribution in the immediate vicinity of circular arc rigid line end was examined in detail. The results show that the singular stress fields near the rigid inclusion tip possess a square-root singularity similar to that for the corresponding crack problem under antiplane shear loading, but no oscillatory character. Furthermore, the stresses are found to depend on geometrical dimension, loading conditions and materials parameters. Some practical results concluded are in agreement with the previous solutions.

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