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原文传递 Macromodeling of Crack Damage in Steel Beams Subjected to Nonstationary Low Cycle Fatigue
题名: Macromodeling of Crack Damage in Steel Beams Subjected to Nonstationary Low Cycle Fatigue
其他题名: Amiri,H.R.,Aghakouchak,A.A.,Shahbeyk,S.,and Engelhardt,M.D.(2013)."Finite element simulation of ultra low cycle fatigue cracking in steel structures."J.Constr.Steel Res.,89(Oct),175–184.
正文语种: 英文
作者: Yongtao Bai
关键词: Low cycle fatigue;Steel beams;Lumped damage mechanics;Ductile fracture;Finite element;Analysis and computation
摘要: This study proposes a model of crack initiation and propagation in steel beams subjected to ultralow cycle fatigue. The model can be included in the general framework of lumped damage mechanics. A state variable called damage is introduced for each plastic hinge and can be related to the extension of the crack in the real structural component. The damage evolution law is based on the Manson–Coffin law, the Palmgren–Miner rule and two new concepts: the instantaneous plastic amplitude and a crack-driving variable. The model also describes crack closure effects using the unilateral damage assumption. It was validated by the numerical simulation of tests of steel beam-column connections subjected to cyclic loadings with constant and variable amplitudes, as reported in the literature. Advantages and limitations of the model are discussed for wider applications on the damage simulation of steel frame systems subjected to mechanical overloads, typically earthquake loading.
出版年: 2016
论文唯一标识: P-26Y2016V142N10019
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0001536
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 142
期: 10
页码: 234-246
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