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首页> 外文期刊>International Journal of Fracture >Automatic 3-D crack propagation calculations: a pure hexahedral element approach versus a combined element approach
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Automatic 3-D crack propagation calculations: a pure hexahedral element approach versus a combined element approach

机译:自动3-D裂纹扩展计算:纯六面体单元方法与组合单元方法

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This article presents an evaluation of two different crack prediction approaches based on a comparison of the stress intensity factor distribution for three example problems. A single edge notch specimen and a quarter circular corner crack specimen subjected to shear displacements and a three point bend specimen with a crack inclined to the mid-plane are examined. The stress intensity factors are determined from the singular stress field close to the crack front. Two different fracture criteria are adopted for the calculation of an equivalent stress intensity factor and crack deflection angle. The stress intensity factor distributions for both numerical methods agree well to available reference solutions. Deviations are recorded at crack front locations near the free surface probably due to global contraction effects and the twisting behaviour of the crack front. Crack propagation calculations for the three point bending specimen give results that satisfy intuitive expectations. The outcome of the study encourages further pursuit of a crack propagation tool based on a combination of elements.
机译:本文基于对三个示例问题的应力强度因子分布的比较,介绍了两种不同的裂纹预测方法的评估。检查了一个单边凹口试样和一个四分之一圆角裂纹试样,该试样经受了剪切位移,并检验了一个三点弯曲试样,其裂纹向中平面倾斜。应力强度因子由靠近裂纹前沿的奇异应力场确定。计算等效应力强度因子和裂纹偏斜角时采用两种不同的断裂准则。两种数值方法的应力强度因子分布与可用的参考解决方案非常吻合。在自由表面附近的裂纹前沿位置记录了偏差,这可能是由于整体收缩效应和裂纹前沿的扭曲行为所致。三点弯曲试样的裂纹扩展计算得出的结果满足了直观的期望。研究的结果鼓励进一步追求基于元素组合的裂纹扩展工具。

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