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    Fast-to-Compute Weakly Coupled Ductile Fracture Model for Structural Steels

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author:
    Ravi Kiran
    ,
    Kapil Khandelwal
    DOI: 10.1061/(ASCE)ST.1943-541X.0001025
    Publisher: American Society of Civil Engineers
    Abstract: Ductile fracture in metals can be simulated either by coupled or by uncoupled fracture models. Although the coupled models simulate the gradual loss of strength resulting from the initiation of the damage attributable to microvoid nucleation, growth and coalescence, the uncoupled models can describe critical the conditions under which ductile fracture initiates. Even though the coupled models can completely characterize the ductile damage process, calibration of these models is difficult and their computational implementation is expensive when compared with the uncoupled fracture models. This study is concerned with development of a fracture model that can simulate the ductile fracture process in steels like coupled models with the computational efficiency of the uncoupled models. To this end, a weakly coupled fracture model that can efficiently simulate the ductile fracture process is introduced. The weakly coupled model is proposed based on a micromechanical void growth model and is calibrated using the experimental data from notched steel specimens. The weakly coupled fracture model is successfully used to simulate failure resulting from ductile fracture in specimens made up of different batches of ASTM A992 steels and in specimens made up of ASTM A572 steels.
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      Fast-to-Compute Weakly Coupled Ductile Fracture Model for Structural Steels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/71846
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    contributor authorRavi Kiran
    contributor authorKapil Khandelwal
    date accessioned2017-05-08T22:07:34Z
    date available2017-05-08T22:07:34Z
    date copyrightJune 2014
    date issued2014
    identifier other30026701.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71846
    description abstractDuctile fracture in metals can be simulated either by coupled or by uncoupled fracture models. Although the coupled models simulate the gradual loss of strength resulting from the initiation of the damage attributable to microvoid nucleation, growth and coalescence, the uncoupled models can describe critical the conditions under which ductile fracture initiates. Even though the coupled models can completely characterize the ductile damage process, calibration of these models is difficult and their computational implementation is expensive when compared with the uncoupled fracture models. This study is concerned with development of a fracture model that can simulate the ductile fracture process in steels like coupled models with the computational efficiency of the uncoupled models. To this end, a weakly coupled fracture model that can efficiently simulate the ductile fracture process is introduced. The weakly coupled model is proposed based on a micromechanical void growth model and is calibrated using the experimental data from notched steel specimens. The weakly coupled fracture model is successfully used to simulate failure resulting from ductile fracture in specimens made up of different batches of ASTM A992 steels and in specimens made up of ASTM A572 steels.
    publisherAmerican Society of Civil Engineers
    titleFast-to-Compute Weakly Coupled Ductile Fracture Model for Structural Steels
    typeJournal Paper
    journal volume140
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001025
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 006
    contenttypeFulltext
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