撕裂
材料科学
结构工程
失效模式及影响分析
有限元法
极限抗拉强度
偏转(物理)
变形(气象学)
复合材料
非线性系统
应变率
剪切(地质)
模式(计算机接口)
工程类
物理
经典力学
操作系统
量子力学
计算机科学
作者
M. D. Olson,G.N. Nurick,J.R. Fagnan
标识
DOI:10.1016/0734-743x(93)90097-q
摘要
Experimental and numerical results for clamped square mild steel plates subjected to uniformly distributed blast pressure loading are presented. The strain rate-sensitive plates exhibit mode I (large ductile deformation), mode II (tensile-tearing), and a trend towards mode III (transverse shear) failure as the load intensity increases. The numerical analysis is carried out using a new finite element formulation which incorporates nonlinear geometry and material effects as well as strain rate sensitivity. Initiation of mode II failure is predicted by a maximum strain criterion. Mode I is predicted well for both maximum deflection and deformation shape. The mode II failure prediction correlates reasonably well with the experimental results and provides a clear lower bound for full rupture of the plate.
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