摘要
以Ⅰ-Ⅱ复合型裂纹结构为研究对象,对紧凑拉伸剪切试样(CTS)的剩余强度及开裂方向进行了理论分析及试验研究,推导出了仅与CTS结构加载角度相关的破坏载荷公式,并建立有限元模型(FEM),获取结构的表观断裂韧性值,试验验证了模型的可行性。通过对比不同断裂准则在开裂角、临界载荷及复合断裂韧度方面的工程适用性,表明基于von Mises应力的复合型断裂准则更有利于工程分析,为结构的承载能力评估提供了技术支持。
The residual strength and initial crack opening direction of Compact Tension Shear(CTS)specimens of Ⅰ/Ⅱ crack structure were studied based on theoretical analysis and experiments. In view of the proposed failure load for CTS structure,the apparent fracture toughness of mixed mode Ⅰ-Ⅱ crack structure can be obtained by Finite Element Model(FEM),which has a good agreement with experimental results. Compared the existing fracture criterion with experimental results in crack opening angle,limit load and mixed-mode fracture toughness,mixed model fracture toughness based on von Mises yield stress is most fit to engineering analysis,which provides a strong support for the carrying load capability analysis of mixed mode crack structure.
引文
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