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Stress intensity factors for cracked cold-drawn steel wires under tensile loading

机译:拉伸载荷下裂纹冷钢丝的应力强度因子

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Cold-drawn steel wires have the excellent mechanical properties of strength and toughness and are widely used in prestressed concrete structures. During cold-drawn operations residual stresses are generated in steel wires. In this paper, by the residual stress distribution from the finite element analysis (FEA), a weight function method (WFM) has been used to evaluate the effective stress intensity factors (SIFs) for cracked cold-drawn steel wires under tensile loading. The calculation results have been compared with those obtained by the two-dimensional (2D) FEA, which considers the residual stress redistribution in the presence of a crack. In the present study, the effective SIFs calculated using the WFM have shown a good agreement with those derived from the 2D FEA.
机译:冷绘制的钢丝具有优异的强度和韧性的机械性能,并且广泛用于预应力的混凝土结构。在冷绘制的操作期间,在钢丝中产生残余应力。本文通过来自有限元分析(FEA)的残余应力分布,重量函数法(WFM)已被用于评估拉伸载荷下裂纹冷钢丝的有效应力强度因子(SIF)。将计算结果与二维(2D)FEA获得的计算结果进行了比较,该FEA在裂缝存在下考虑残余应力再分布。在本研究中,使用WFM计算的有效SIFS与来自2D FEA的人士达成了良好的一致性。

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