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基于随机裂纹扩展机制的构件抗力衰减分析 被引量:19

ANALYSIS FOR THE RESISTANCE REDUCTION OF STRUCTURALMEMBERS BASED ON THE RANDOM CRACK PROPAGATION MECHANISM
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摘要 构件中裂纹产生和发展的过程实质上也是抗力衰减的过程。本文首先在断裂力学的基础上确定了剩余抗力与裂纹扩展尺寸的关系。然后,在随机振动理论和裂纹扩展随机模型的基础上,分别考虑载荷的随机性、裂纹扩展的随机性以及综合考虑这两种随机性,相应地导出了裂纹扩展尺寸与剩余抗力的统计矩计算公式。最后,通过适当的假设,可以确定构件剩余抗力的分布,从而为结构的服役可靠度分布和结构的维修与巩固决策提供了初步的基础。 The generation and propagation process of crack in a member is in fact the reducing process ofmember resistance。In this paper,by means of the method of fracture mechanics,a relationship between residualresistance and crack length was established Then,on the basis of random vibration theory and stochastical modelof crack propagation,the formulas for statistical moments of crack length and residual resistance were derived byrespeclively taking the randomness of dynamic Ioad,randomness of crack propagation and both together into con-siderat ion。 Finally,the probability distribution of residual resistance was obtained under a suitable hypothesis。Therefore. this paper will provide a preliminary basis for the service reliability analysis and making decision ofmaintenance and strengthening of structures.
出处 《机械强度》 CAS CSCD 北大核心 1994年第3期46-51,共6页 Journal of Mechanical Strength
基金 国家自然科学基金
关键词 随机过程 裂纹扩展 构件 抗力衰减 random process,crack propagation
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参考文献3

  • 1欧进萍,叶骏.结构风振的概率疲劳累积损伤[J].振动工程学报,1993,6(2):164-169. 被引量:11
  • 2李洪升,周承芳编..工程断裂力学[M].大连:大连理工大学出版社,1990:323.
  • 3戴宗信编著..结构动力学的概率分析[M].上海:上海交通大学出版社,1989:301.

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