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首页> 外文期刊>International Journal of Solids and Structures >The G2 constant displacement discontinuity method - Part I: Solution of plane crack problems
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The G2 constant displacement discontinuity method - Part I: Solution of plane crack problems

机译:G2恒定位移不连续性方法-第一部分:平面裂纹问题的解决

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摘要

A new constant displacement discontinuity element was presented in a previous paper applied initially for the numerical solution of either isolated straight cracks or for co-linear cracks of the three fundamental deformation modes I, II and III due to the special form of the solution. It was based on the strain-gradient elasticity theory in its simplest possible Grade-2 variant. The assumption of the G2 expression for the stresses has resulted to a better average stress value at the mid-point of the straight displacement discontinuity compared to the classical elasticity solution. This new element gave considerably better predictions of the stress intensity factors compared to the constant displacement discontinuity element and the linear displacement discontinuity element. Moreover, it preserved the simplicity and hence the high speed of computations. In this Part I, the solution for this element is extended for the analysis of cracks of arbitrary shape in an infinite plane isotropic elastic body and it is validated against three known analytical solutions.
机译:在先前的论文中,提出了一种新的恒定位移不连续单元,该单元最初用于孤立的直裂纹的数值解,或者由于该解的特殊形式而用于三种基本变形模式I,II和III的共线裂纹。它基于应变梯度弹性理论,是最简单的Grade-2变量。与传统的弹性解决方案相比,假设应力为G2表达式,可以在直线位移不连续的中点获得更好的平均应力值。与恒定位移不连续元素和线性位移不连续元素相比,该新元素对应力强度因子的预测要好得多。此外,它保留了简单性并因此保持了高速计算。在第一部分中,针对该元素的解决方案扩展到了无限平面各向同性弹性体中任意形状的裂纹的分析,并针对三种已知的分析解决方案进行了验证。

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