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A COMPLETE SOLUTION TO GENERALLY ORTHOTROPIC DCBS WITH SHEAR DEFORMATION AND CRACK-TIP ROTATION CONSIDERATION

机译:考虑剪切变形和裂纹尖端旋转的一般正交各向异性DCBS的完整解决方案

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摘要

In this paper, a complete solution to the fracture problem of double cantilever beams (DCBs) made of generally orthotropic materials under transverse shear loading has been derived with full consideration of the effects of shear deformation and crack-tip rotation. The solution set, which includes analytical expressions for energy release rate (ERR) calculation, fracture load and displacement as functions of material orthotropy and crack length, is applicable to all practical orthotropic materials and is accurate for both long and short beams. Using the derived analytical expressions, the compliance method for determining fracture toughness has been re-examined. An important finding is that the effective crack length for computing ERR cannot be used without modification for computing specimen compliance. An expression for the effective crack length that can be used for assessing specimen compliance has been derived. The expression is within 3% of uncertainty for practical orthotropic DCBs with both short and long crack.
机译:在本文中,已经充分考虑了剪切变形和裂纹尖端旋转的影响,得出了一种解决一般正交异性材料制成的双悬臂梁(DCB)在横向剪切载荷下的断裂问题的完整方法。该解决方案集包括能量释放率(ERR)计算的解析表达式,断裂载荷和位移,它们是材料正交性和裂缝长度的函数,适用于所有实用的正交异性材料,并且对于长梁和短梁均适用。使用派生的解析表达式,重新确定了确定断裂韧性的柔度方法。一个重要的发现是,在不修改计算标本柔顺度的情况下,不能使用用于计算ERR的有效裂纹长度。得出了可用于评估试样柔度的有效裂纹长度的表达式。对于具有短裂纹和长裂纹的实际正交各向异性DCB,该表达式的不确定度在3%以内。

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  • 来源
  • 会议地点 Seattle WA(US)
  • 作者单位

    MOE Key Lab of Soft Soils and Geo-Environmental Engineering, Zhejiang University, Hangzhou, China;

    rnDept. Engineering Mechanics, Zhejiang University, Hangzhou, China;

    Dept. Mechanical and Aerospace Engineering, University of Miami, Coral Gables, FL 33124 Tel: 305-284-3221 Email: qdyang@miami.edu;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 工程材料学;
  • 关键词

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