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The evaluation of stress intensity factors in plate bending problems using the dual boundary element method

机译:用双边界元法评估板弯曲问题中的应力强度因子

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This paper discusses the application of the boundary element method for the determination of stress intensity factors in plate bending problems. A number of case studies having a range of plan forms, with different combinations of boundary conditions, creak configurations and loading conditions are presented to illustrate the effectiveness of the boundary element method for the fracture analysis of plates. Results of K_I, K_II and K_III stress intensity factors for linear elastic fracture mechanics are presented for the case studies considered. The J-integral method, the displacement extrapolation Methodist he quarter point approach and the stress extrapolation method have been used to determine the stress intensity factors. The boundary element results for the case studies considered in the paper have been compared with either analytical or finite element results and in all cases good agreement has been achieved.
机译:本文讨论了边界元法在确定板弯曲问题中应力强度因子中的应用。提出了许多具有各种计划形式的案例研究,其中边界条件,吱吱作响的构型和加载条件的不同组合说明了边界元方法在钢板断裂分析中的有效性。针对所考虑的案例研究,给出了线性弹性断裂力学的K_I,K_II和K_III应力强度因子的结果。 J积分法,位移外推法四分之一点法和应力外推法已被用来确定应力强度因子。本文中考虑的案例研究的边界元素结果已与分析或有限元结果进行了比较,并且在所有情况下均取得了良好的一致性。

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