Applied Mathematics and Mechanics (English Edition) ›› 2001, Vol. 22 ›› Issue (10): 1173-1182.

• 论文 • 上一篇    下一篇

GENERAL FORM OF MATCHING EQUATION OF ELASTIC-PLASTIC FIELD NEAR CRACK LINE FOR MODEⅠCRACK UNDER PLANE STRESS CONDITION

易志坚1, 严波2   

  1. 1. Department of Bridge and Structure Engineeing, Chongqing Jiaotong University, Chongqing 400074, P. R. China;
    2. Department of Engineering Mechanics, Chongqing University, Chongqing 400044, P. R. China
  • 收稿日期:2000-11-21 出版日期:2001-10-18 发布日期:2001-10-18
  • 基金资助:
    the Major Science Project of the Ministry of Communications of China(95-04-06-14)

GENERAL FORM OF MATCHING EQUATION OF ELASTIC-PLASTIC FIELD NEAR CRACK LINE FOR MODEⅠCRACK UNDER PLANE STRESS CONDITION

YI Zhi-jian1, YAN Bo2   

  1. 1. Department of Bridge and Structure Engineeing, Chongqing Jiaotong University, Chongqing 400074, P. R. China;
    2. Department of Engineering Mechanics, Chongqing University, Chongqing 400044, P. R. China
  • Received:2000-11-21 Online:2001-10-18 Published:2001-10-18
  • Supported by:
    the Major Science Project of the Ministry of Communications of China(95-04-06-14)

摘要: Crack line field analysis method has become an independent method for crack elastic-plastic analysis, which greatly simplifies the complexity of crack elastic-plastic problems and overcomes the corresponding mathematical difficulty. With this method, the precise elastic-plastic solutions near crack lines for variety of crack problems can be obtained. But up to now all solutions obtained by this method were for different concrete problems, no general steps and no general form of matching equations near crack line are given out. With crack line analysis method, this paper proposes the general steps of elastic-plastic analysis near crack line for mode Ⅰ crack in elastic-perfectly plastic solids under plane stress condition, and in turn given out the solving process and result for a specific problem.

Abstract: Crack line field analysis method has become an independent method for crack elastic-plastic analysis, which greatly simplifies the complexity of crack elastic-plastic problems and overcomes the corresponding mathematical difficulty. With this method, the precise elastic-plastic solutions near crack lines for variety of crack problems can be obtained. But up to now all solutions obtained by this method were for different concrete problems, no general steps and no general form of matching equations near crack line are given out. With crack line analysis method, this paper proposes the general steps of elastic-plastic analysis near crack line for mode Ⅰ crack in elastic-perfectly plastic solids under plane stress condition, and in turn given out the solving process and result for a specific problem.

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