Modification and application of notch equivalent stress method for fatigue assessment on welded structures

IF 3.5 Q1 ENGINEERING, MULTIDISCIPLINARY
Bo Liu, Yue Wang, Zhe Zhang, Qi Dong
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引用次数: 0

Abstract

PurposeThis paper aims to study and modify the notch equivalent stress method, as well as to establish the notch equivalent stress range S–N curve and apply it to the fatigue assessment of engineering examples.Design/methodology/approachThis paper studies the notch equivalent stress method and puts forward the concept of “singular equivalent crack”. Combined with the fatigue test results, by proposing to consider the singular coefficient of the transition angle of the welded structure and the introduction of material correction factors, this paper derives the notch equivalent stress equation for commonly used welded joints applicable to steel, and finally establishes the notch equivalent stress range of the S–N curve.FindingsThe obtained results show that the dispersion of fatigue data is 65.6 and 75.4% for T-joints and transverse cross-joints, respectively, under S–N curves using notched equivalent stress compared to the nominal stress range. The fatigue evaluation error of the modified notch equivalent stress equation for transverse cross welded joints improved by 50.65%, 53.1 and 39.6% on average, respectively, compared to the original other methods. The fatigue evaluation error for T-joints improved by 13.4 and 13.9%, respectively, compared to the original other methods.Originality/valueThere are relatively few studies on the fatigue assessment of notch equivalent stress method. In this paper, the notch equivalent stress method is studied and modified to improve the accuracy of fatigue assessment of welded structures with singular stresses.
缺口等效应力法在焊接结构疲劳评定中的改进与应用
目的对缺口等效应力法进行研究和修正,建立缺口等效应力范围S-N曲线,并将其应用于工程实例的疲劳评价。本文对缺口等效应力法进行了研究,提出了“奇异等效裂纹”的概念。结合疲劳试验结果,通过提出考虑焊接结构过渡角奇异系数和引入材料修正因子,推导出适用于钢的常用焊接接头缺口等效应力方程,最终建立了S-N曲线的缺口等效应力范围。结果表明:采用缺口等效应力的S-N曲线下,t形接头和横向交叉接头的疲劳数据离散度分别为65.6%和75.4%。修正后的缺口等效应力方程对横向交叉焊接接头的疲劳评价误差比原方法平均分别提高了50.65%、53.1和39.6%。与原有方法相比,t型接头的疲劳评价误差分别提高了13.4%和13.9%。独创性/价值缺口等效应力法的疲劳评价研究相对较少。本文对缺口等效应力法进行了研究和改进,以提高具有奇异应力的焊接结构疲劳评定的精度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Structural Integrity
International Journal of Structural Integrity ENGINEERING, MULTIDISCIPLINARY-
CiteScore
5.40
自引率
14.80%
发文量
42
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