Analytical assessment of low- and high-cycle fatigue behavior of welded components considering the linear hardening model

IF 3.1 2区 材料科学 Q2 ENGINEERING, MECHANICAL
Shaoqing Liu, Linshen Lei, Tang Gu, Tian Lan, Chengqi Wang, Yangxuan Su, Lingjun Wang, Xiaochao Liu
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引用次数: 0

Abstract

Welded components are highly vulnerable to fatigue failures due to stress concentrations and material imperfections. This study develops an analytical framework that predicts both high-cycle (HCF) and low-cycle (LCF) fatigue lives of welded joints using a structural strain parameter. By employing a linear hardening model, the method effectively translates structural stress into structural strain, providing a reliable metric for assessing fatigue life, especially in LCF conditions. Validated against experimental data from 62 longitudinal gusset joints, the approach proves both reliable and practical. This simplified method facilitates easier fatigue assessments, encouraging its wider use and potential standardization in engineering, thus improving the predictability of welded structures' performance.

考虑线性硬化模型的焊接部件低周期和高周期疲劳行为分析评估
由于应力集中和材料缺陷,焊接部件极易发生疲劳故障。本研究建立了一个分析框架,利用结构应变参数预测焊接接头的高循环(HCF)和低循环(LCF)疲劳寿命。通过采用线性硬化模型,该方法有效地将结构应力转化为结构应变,为评估疲劳寿命(尤其是低循环疲劳寿命)提供了可靠的指标。通过对 62 个纵向桁架接头的实验数据进行验证,证明该方法既可靠又实用。这种简化方法便于进行疲劳评估,鼓励在工程中更广泛地使用和潜在的标准化,从而提高焊接结构性能的可预测性。
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
CiteScore
6.30
自引率
18.90%
发文量
256
审稿时长
4 months
期刊介绍: Fatigue & Fracture of Engineering Materials & Structures (FFEMS) encompasses the broad topic of structural integrity which is founded on the mechanics of fatigue and fracture, and is concerned with the reliability and effectiveness of various materials and structural components of any scale or geometry. The editors publish original contributions that will stimulate the intellectual innovation that generates elegant, effective and economic engineering designs. The journal is interdisciplinary and includes papers from scientists and engineers in the fields of materials science, mechanics, physics, chemistry, etc.
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