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首页> 外文期刊>Engineering Fracture Mechanics >Mode I stress intensity factor for cracked thin-walled open beams
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Mode I stress intensity factor for cracked thin-walled open beams

机译:裂纹薄壁明梁的I型应力强度因子

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摘要

A general analytical method to determine the mode I stress intensity factor for thin-walled beams is presented. This method is based on the concept of crack surface widening energy release rate, which is expressed in terms of the G* integral and the thin-walled beam theory. A distinctive aspect of this technique is the incorporation of the warping effect, which is a common feature in thin-walled beams that significantly influences in the stress distribution. This characteristic gives generality to the method, allowing the analysis of crack scenarios that have not been yet considered by other authors. The results show a good agreement with shell finite element solutions and other results available in the literature.
机译:提出了确定薄壁梁I型应力强度因子的一般分析方法。该方法基于裂纹表面加宽能量释放率的概念,该概念用G *积分和薄壁梁理论表示。该技术的一个独特方面是翘曲效应的结合,这是薄壁梁的一个共同特征,对应力分布有很大影响。该特性为该方法提供了通用性,允许分析其他作者尚未考虑的裂纹方案。结果表明与壳体有限元解和文献中提供的其他结果有很好的一致性。

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