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首页> 外文期刊>Theoretical and Applied Fracture Mechanics >Mode I stress intensity factor for cracked thin-walled composite beams
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Mode I stress intensity factor for cracked thin-walled composite beams

机译:裂纹薄壁复合材料梁的I型应力强度因子

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摘要

In this paper, we present an analytical method to determine the mode I stress intensity factor for thinwalled beams made of laminated composites. The technique relies on the concept of crack surface widening energy release rate, which is expressed in terms of the G~* integral and thin-walled beam theory. In the vicinity of the crack tip, a solution of the G~* integral is obtained employing stress and displacement fields derived for materials with general orthotropy. The effect of warping is taken into account. This is a common feature in thin-walled beams which cannot be neglected, especially when flexural-torsional loads are present. The model shows a good agreement with finite element results. It is shown that, although the approaches developed for isotropic materials may be useful in the treatment of orthotropic problems, they may not yield good results for some typical lamination sequences.
机译:在本文中,我们提出了一种分析方法来确定层压复合材料制成的薄壁梁的I型应力强度因子。该技术依赖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。在裂纹尖端附近,使用为一般正交各向异性的材料导出的应力和位移场,获得G〜*积分的解。考虑了翘曲的影响。这是薄壁梁中不可忽视的共同特征,尤其是在存在弯曲扭转载荷的情况下。该模型显示出与有限元结果的良好一致性。结果表明,尽管为各向同性材料开发的方法可能在正交各向异性问题的处理中很有用,但对于某些典型的层合顺序,它们可能不会产生良好的结果。

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