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STRESS INTENS ITY CORRECTION FACTORS FOR RADIAL-LONGITUDINAL SURFACE CRACKS IN THICK-WALLED CYLINDERS

机译:厚壁圆柱体径向-纵向表面裂纹的应力强度校正因子

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摘要

Section Ⅺ and Appendix D of Section Ⅷ, Div. 3 of the ASME Code include an influence coefficients method for calculating Mode Ⅰ crack tip stress intensity factors, K_1. When outlining the technical basis for this method, Cippola mentions that the free surface correction factors G_0, G_1, G_2 and G_3, that are tabulated for uniform, linear, quadratic and cubic stress variations, respectively, were derived using Shen and Glinka's weight functions for surface cracks in plates. In the interim, the authors and colleagues have extended the validity range of their weight functions for cracks in plates and developed solutions for internal or external cracks in thin-or thick-walled vessels. This paper is a comprehensive comparison of correction factors, G_i, obtained from weight functions for an edge or surface semi-elliptic crack in a plate with those obtained for a radial-longitudinal edge or surface semi-elliptic crack in a cylinder. The differences, which in some cases are large, and the well know uncertainties when calculating K_1 for the surface points of cracks are discussed.
机译:Div部分和Div部分的附录D ASME规范的第3条包括一种影响系数方法,用于计算Ⅰ型裂纹尖端应力强度因子K_1。在概述该方法的技术基础时,Cippola提到使用Shen和Glinka的权重函数得出自由表面校正因子G_0,G_1,G_2和G_3,分别针对均匀,线性,二次和三次应力变化列表。板材表面裂纹。在此期间,作者和同事们扩展了其权重函数对板裂缝的有效范围,并开发了解决薄壁或厚壁容器内部或外部裂缝的解决方案。本文对校正因子G_i进行了全面比较,校正因子G_i是从板的边缘或表面半椭圆形裂纹的权重函数获得的,而圆柱体的径向-纵向边缘或表面半椭圆形裂纹的权重函数则为。讨论了差异,在某些情况下差异很大,并且讨论了计算裂纹表面点的K_1时众所周知的不确定性。

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