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    Ductile Fracture Simulation of Structural Steels under Monotonic Tension

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author:
    Liang-Jiu Jia
    ,
    Hitoshi Kuwamura
    DOI: 10.1061/(ASCE)ST.1943-541X.0000944
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to predict ductile fracture of mild steel under monotonic loading only from the test results of notchless tensile coupons. A simple fracture model based on the concept of a damage index with only one model parameter is proposed to predict ductile fracture of structural steels. The model is based on an idea of a combination of the void growth model and Miner’s rule in incremental form. Moreover, a new method to modify the true stress-true strain data after necking initiates is proposed, and it is found that the hardening modulus of several structural steels after necking initiates is approximately the same. Finally, ductile fracture of smooth and notched steel specimens is numerically simulated for three types of structural steels, which proves simplicity and acceptable accuracy of the fracture model and the modification method of the true stress-true strain.
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      Ductile Fracture Simulation of Structural Steels under Monotonic Tension

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    http://yetl.yabesh.ir/yetl1/handle/yetl/71905
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    contributor authorLiang-Jiu Jia
    contributor authorHitoshi Kuwamura
    date accessioned2017-05-08T22:07:46Z
    date available2017-05-08T22:07:46Z
    date copyrightMay 2014
    date issued2014
    identifier other30256727.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71905
    description abstractThis paper aims to predict ductile fracture of mild steel under monotonic loading only from the test results of notchless tensile coupons. A simple fracture model based on the concept of a damage index with only one model parameter is proposed to predict ductile fracture of structural steels. The model is based on an idea of a combination of the void growth model and Miner’s rule in incremental form. Moreover, a new method to modify the true stress-true strain data after necking initiates is proposed, and it is found that the hardening modulus of several structural steels after necking initiates is approximately the same. Finally, ductile fracture of smooth and notched steel specimens is numerically simulated for three types of structural steels, which proves simplicity and acceptable accuracy of the fracture model and the modification method of the true stress-true strain.
    publisherAmerican Society of Civil Engineers
    titleDuctile Fracture Simulation of Structural Steels under Monotonic Tension
    typeJournal Paper
    journal volume140
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000944
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    contenttypeFulltext
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