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contributor authorLiang-Jiu Jia
contributor authorHitoshi Kuwamura
date accessioned2017-05-08T22:00:53Z
date available2017-05-08T22:00:53Z
date copyrightFebruary 2014
date issued2014
identifier other%28asce%29st%2E1943-541x%2E0000890.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68785
description abstractIn practice, engineers can usually only obtain material properties from monotonic tensile coupon tests. The aim of this paper is to predict cyclic plasticity of mild steel from coupon test results available. First, the theory of metal plasticity is generally reviewed, and selected models are introduced, i.e., Prager’s hardening rule, the Chaboche models, and the Yoshida-Uemori model. Calibration methods of the material parameters of each model are proposed and limitations of the models are addressed. Then, a modified Yoshida-Uemori model is proposed. Monotonic tensile coupon tests and a series of tests of hourglass-type specimens were carried out under different loading histories to fracture. Numerical simulations using the selected plasticity models and the modified Yoshida-Uemori model were carried out to simulate the cyclic behaviors of hourglass-type specimens using the material parameters calibrated by the monotonic coupon test results. The comparison results show that the modified Yoshida-Uemori model gives the best prediction of the cyclic behaviors of mild steel in large plastic strain ranges.
publisherAmerican Society of Civil Engineers
titlePrediction of Cyclic Behaviors of Mild Steel at Large Plastic Strain Using Coupon Test Results
typeJournal Paper
journal volume140
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000848
treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
contenttypeFulltext


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