The stability of macrocrack in engineering was analyzed based on LEFM(linear elastic fracture mechanics) model;and the crack tip′s stress intensity factor was calculated by displacement direct method.
基于线弹性断裂
学模型对工程中存在的宏观裂缝进行稳定性分析,
移直接法
算缝端应
因子。
The stability of macrocrack in engineering was analyzed based on LEFM(linear elastic fracture mechanics) model;and the crack tip′s stress intensity factor was calculated by displacement direct method.
基于线弹性断裂学模型对工程中存在的宏观裂缝进行稳定性分析,移直接法算缝端应因子。
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