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Mode Ⅰ weight functions for an orthotropic double cantilever beam

机译:正交异性双悬臂梁的Ⅰ型权重函数

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摘要

Approximate weight functions are proposed and validated numerically for an orthotropic double cantilever beam (DCB) loaded in mode Ⅰ. They define the stress intensity factor at the crack tip due to a pair of point forces acting on the crack surfaces and have been deduced from the corresponding isotropic result using an orthotropy rescaling technique. The weight functions allow mode Ⅰ large scale bridging problems in beams and plates to be formulated as integral equations, in terms of stress intensity factors at the crack tip, without the limitations imposed on accuracy by beam theory approximations. The proposed functions are applied to investigate the influence of the orthotropy of the material on the fracture behavior of DCBs in the presence of large scale bridging.
机译:提出了Ⅰ型加载的正交异性双悬臂梁的近似权重函数,并进行了数值验证。它们定义了由于作用在裂纹表面上的一对点力而在裂纹尖端产生的应力强度因子,并已使用正交各向异性缩放技术从相应的各向同性结果推导出来。权重函数允许根据裂纹尖端处的应力强度因子,将梁和板中的模式Ⅰ大规模桥接问题公式化为积分方程,而不受梁理论近似值对精度的限制。提出的函数用于研究材料的正交性对存在大尺寸桥接时DCB断裂行为的影响。

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