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An analytical singular element for the study of cohesive zone model based crack propagation

机译:用于分析基于粘聚区模型的裂纹扩展的解析奇异元

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In the present study, a singular element is proposed to deal with crack propagation problem in which the nonlinear behavior in front of the crack tip is considered. And cohesive zone model (CZM) is used to simulate the nonlinear behavior. At first, a new singular element is constructed and further extended to deal with CZM based cracks. Cohesive tractions act on the cohesive crack surfaces can be approximately expressed in the form of polynomial. Then special solution corresponding to each expanding term is specified analytically so it has strictly satisfied the requirements of both differential equations of interior domain and the corresponding cohesive traction component acting on cohesive crack surface. Then the special solution can be transformed into nodal forces. Based on the situation of that the crack propagation is governed by cohesive laws an efficient iteration procedure is proposed. Finally, the cohesive crack propagation under arbitrary external loading can be simulated. In the present method the hypotheses of CZM are completely satisfied such that stress singularity vanishes and virtual crack length can be measured. And the validity of the present method is illustrated by numerical examples.
机译:在本研究中,提出了一个奇异元素来解决裂纹扩展问题,其中考虑了裂纹尖端前面的非线性行为。并采用内聚力区模型(CZM)来模拟非线性行为。首先,构造一个新的奇异元素,并将其进一步扩展以处理基于CZM的裂纹。作用于内聚裂纹表面的内聚牵引力可以近似地以多项式的形式表示。然后通过解析指定与每个扩展项相对应的特殊解,从而严格满足内域微分方程和作用于粘性裂纹表面的相应粘性牵引分量的要求。然后,可以将特殊解决方案转换为节点力。基于裂纹扩展受内聚规律控制的情况,提出了一种有效的迭代程序。最后,可以模拟在任意外部载荷下的内聚裂纹扩展。在本方法中,完全满足了CZM的假设,因此应力奇异性消失了,可以测量虚拟裂纹长度。数值例子说明了本方法的有效性。

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