Analysis of Dynamic Stress Intensity Factors for Cracked Stiffened Plates Based on Extended FE Method

Y. Peng, P. Yang
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引用次数: 2

Abstract

The dynamic stress intensity factors (DSIFs) for cracked stiffened plates considering the actual boundary conditions in ship structures are analyzed by the extended finite element method (XFEM). The sensitivity of numerical results with respect to mesh size and time step is discussed. Some other influential parameters including stiffener height, crack location and crack length are also analyzed. The numerical results show that the convergence is affected by mesh size and time step. By using XFEM, singular elements are not needed at the crack front and moderately refined meshes can achieve good accuracy. The height of the stiffener and crack location significantly effect DSIFs, while the crack length slightly influences the DSIFs.
基于扩展有限元法的裂纹加筋板动应力强度因子分析
采用扩展有限元法分析了船舶结构中考虑实际边界条件的裂纹加筋板的动应力强度因子。讨论了数值结果对网格尺寸和时间步长的敏感性。对加劲筋高度、裂缝位置和裂缝长度等参数的影响也进行了分析。数值结果表明,收敛性受网格尺寸和时间步长的影响。采用XFEM方法,裂缝前缘不需要奇异单元,网格的适度细化可以获得较好的精度。加劲肋高度和裂缝位置对DSIFs有显著影响,而裂缝长度对DSIFs影响较小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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