李庆斌, 王光纶, 张楚汉, 张伟. 混凝土Ⅲ型裂缝动静力损伤断裂分析[J]. 工程力学, 1995, 12(3): 1-6.
引用本文: 李庆斌, 王光纶, 张楚汉, 张伟. 混凝土Ⅲ型裂缝动静力损伤断裂分析[J]. 工程力学, 1995, 12(3): 1-6.
Lie Qingbin, Wang Ganglion, Zhang Chuhan, Zhang Wei. STATIC AND DYNAMIC FRACTURE ANALYSIS OF MODE Ⅲ CRACK OF CONCRETE WITH DAMAGE[J]. Engineering Mechanics, 1995, 12(3): 1-6.
Citation: Lie Qingbin, Wang Ganglion, Zhang Chuhan, Zhang Wei. STATIC AND DYNAMIC FRACTURE ANALYSIS OF MODE Ⅲ CRACK OF CONCRETE WITH DAMAGE[J]. Engineering Mechanics, 1995, 12(3): 1-6.

混凝土Ⅲ型裂缝动静力损伤断裂分析

STATIC AND DYNAMIC FRACTURE ANALYSIS OF MODE Ⅲ CRACK OF CONCRETE WITH DAMAGE

  • 摘要: 本文把混凝土的动静力损伤本构模型通过应变等价性假设引入到线弹性断裂力学中,推出了混凝土Ⅲ型裂缝在动静力荷载作用下缝端附近的损伤场,给出了相应的判据,实现了损伤与断裂的耦合分析,为把损伤理论应用到混凝土断裂分析中提供了一条可行的途径。文末还给出了混凝土Ⅲ型裂缝允许损伤尺度的估计值。

     

    Abstract: This paper deals with the damage fracture analysis of mode Ⅲ crack of concrete.Using the theory of damage mechanics, the damage fields near the tip of the crack with static and dynamic loading are derived. In addition, a fracture criterion is developed by means of the concept of damage scale, so that the damage and fracture could be coupled in the same model.The present theory provides a new way to analyze the fracture of concrete crack using damage mechanics.

     

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