首页> 外文期刊>Nuclear Engineering and Design >A discussion on 'The stress intensity factor study of an elliptical cracked shaft' by Y.S. Shih and J.J. Chen
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A discussion on 'The stress intensity factor study of an elliptical cracked shaft' by Y.S. Shih and J.J. Chen

机译:Y.S.讨论“椭圆形裂纹轴的应力强度因子研究”。 Shih和J.J.陈

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摘要

Cylindrical shaped components such as pins, bolts. reinforcement wires and shafts are commonly used in engineering structures. Under repeated loading, cracks may develop at the surface and grow across the section. Recently, it has been shown that miniature surface cracked rod specimen offered a low cost and effective way for evaluating fatigue crack propagation properties (Shin and Chen, 2003). To assess the growth behavior and structural integrity involving these cracks, their stress intensity factor solutions must be known. The three-dimensional nature of this kind of cracks results in a stress intensity that is not only varying along the crack front but is also highly sensitive to the crack shape. Solutions derived using finite element analyses (Raju and Newman, 1986; Astiz, 1986; Shiratori et al, 1986; Carpinteri, 1992a,b; Carpinteri and Brighenti, 1996; Couroneau and Royer, 1998; Shih and Chen, 2002), boundary integral method (Athanassiadis et al., 1981), general weight function (Caspers et al., 1990) or approximate analyses (Daoud et al., 1978; Bush, 1981; Murakami and Tsuru, 1987) are available. However, these solutions are often limited to one or two points (the deepest interior point and the surface interception point) on the crack front. Moreover, they are often available for a limited number of discrete aspect ratios and crack depth ratios.
机译:圆柱状的零件,例如销钉,螺栓。钢筋和轴通常用于工程结构中。在反复加载下,表面可能会出现裂纹,并在整个截面上扩展。最近,已经表明,微型表面裂纹棒试样为评估疲劳裂纹扩展特性提供了一种低成本且有效的方法(Shin and Chen,2003)。为了评估涉及这些裂纹的生长行为和结构完整性,必须知道其应力强度因子解。这种裂纹的三维性质导致应力强度不仅沿裂纹前沿变化,而且对裂纹形状高度敏感。使用有限元分析得出的解(Raju和Newman,1986; Astiz,1986; Shiratori等,1986; Carpinteri,1992a,b; Carpinteri和Brighenti,1996; Couroneau和Royer,1998; Shih和Chen,2002),边界积分方法(Athanassiadis等,1981),一般体重函数(Caspers等,1990)或近似分析(Daoud等,1978; Bush,1981; Murakami和Tsuru,1987)可用。但是,这些解决方案通常仅限于裂纹前沿的一两个点(最深的内部点和表面拦截点)。此外,它们通常可用于有限数量的离散纵横比和裂纹深度比。

著录项

  • 来源
    《Nuclear Engineering and Design》 |2004年第3期|p.355-358|共4页
  • 作者

    C.Q. Cai; C.S. Shin;

  • 作者单位

    Department of Mechanical Engineering, National Taiwan University, No. 1, Sec. 4, Roosevelt Road, Taipei, 10617, Taiwan, ROC;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 原子能技术;
  • 关键词

  • 入库时间 2022-08-18 00:48:11

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