大应变J积分的计算

Á. Horváth
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引用次数: 1

摘要

结构材料的突变裂纹扩展破坏现象在许多工程领域提出了设计和分析问题。所有的结构都有不同程度的裂缝。它们可能作为组成材料的基本缺陷存在,也可能在施工或使用寿命期间产生。许多论文用有限元法计算了含不同形状裂纹的二维和三维几何弹性体在各种载荷作用下的应力强度因子。为了提高结果的准确性,采用了特殊的元素。并叙述了它们以及根据计算结果计算应力强度因子的方法。在裂纹尖端附近,应变并不总是很小,但也可能很大。在这种情况下,j积分也可以用来表征弹性体或弹塑性体的裂纹。本文介绍了弹性体和弹塑性体大应变时二维j积分的计算方法,并给出了一些数值算例。版权所有©2007 John Wiley & Sons, Ltd
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Computation of the J‐integral for large strains
The phenomenon of failure by catastrophic crack propagation in structural materials poses problems of design and analysis in many fields of engineering. Cracks are present to some degree in all structures. They may exist as basic defects in the constituent materials or they may be induced in construction or during service life. Using the finite element method, a lot of papers deal with the calculation of stress intensity factors for two- and three-dimensional geometries containing cracks of different shapes under various loadings to elastic bodies. In order to increase the accuracy of the results, special elements have been used. They are described together with methods for calculating the stress intensity factors from the computed results. At the vicinity of a crack tip, the strains are not always small, but they may also be large. In this case, the J-integral can also be applied to characterize the cracks in elastic or elastic–plastic bodies. This paper describes the computation of the two-dimensional J-integral for large strains to elastic and elastic–plastic bodies and represents some numerical examples. Copyright © 2007 John Wiley & Sons, Ltd.
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