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contributor authorWanzhen Wang
contributor authorWeizhuo Shi
contributor authorHongchao Guo
contributor authorZhiyu Jie
contributor authorLinfeng Xiao
contributor authorGuoji Yu
date accessioned2026-02-16T21:45:29Z
date available2026-02-16T21:45:29Z
date copyright2025/02/01
date issued2025
identifier otherJMCEE7.MTENG-18315.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309686
description abstractThis study experimentally investigated the effects of the stress amplitude and the nominal maximum stress on the fatigue life of Q460C steel butt-welded joints with unequal widths. The fatigue crack initiation length, initiation life, stable propagation life, and total life of the butt-welded joints were measured. A proposed ellipsoidal fracture model was used as the criterion of crack tip cracking and fatigue crack instability propagation. Furthermore, theoretical calculations and numerical simulations were conducted to analyze fatigue crack initiation and propagation within the joints. The fatigue life of the butt-welded joint was predicted using formulas recommended by various structural design codes and a unified fatigue life calculation model that accounts for both fatigue crack initiation and stable propagation.
publisherAmerican Society of Civil Engineers
titleUnified Fatigue Life Calculation of Q460C Steel Butt-Welded Joints with Unequal Widths Considering Fatigue Crack Initiation and Stable Propagation
typeJournal Article
journal volume37
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-18315
journal fristpage04024521-1
journal lastpage04024521-11
page11
treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002
contenttypeFulltext


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