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    The Void Growth Model and the Stress Modified Critical Strain Model to Predict Ductile Fracture in Structural Steels

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 012
    Author:
    A. M. Kanvinde
    ,
    G. G. Deierlein
    DOI: 10.1061/(ASCE)0733-9445(2006)132:12(1907)
    Publisher: American Society of Civil Engineers
    Abstract: Material tests and analyses are presented to investigate the accuracy of two micromechanics-based continuum criteria for predicting ductile crack initiation in low-carbon steels, which are representative of mild steels used in civil engineering construction. Referred to as the stress modified critical strain (SMCS) model and the void growth model (VGM), both criteria integrate plastic strains and triaxial stresses to predict crack initiation associated with the mechanisms of void initiation, growth and coalescence. The models are suitable for implementation through finite-element analyses to simulate fracture initiation in steel structures. Material tests and finite-element analyses of seven varieties of structural steels, including two new high-performance steels, are conducted to validate and calibrate the model parameters for practical structural engineering applications. Both models are shown to predict fracture accurately across the spectrum of steel samples and geometric configurations. However, application of the models to situations with high stress and strain gradients is shown to be quite sensitive to the characteristic length parameter of the models, which leads to large model variability in such cases. A strong empirical relationship between Charpy V-notch upper-shelf energy and the SMCS and VGM parameters is observed, which can be utilized to estimate the model parameters.
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      The Void Growth Model and the Stress Modified Critical Strain Model to Predict Ductile Fracture in Structural Steels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34704
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    contributor authorA. M. Kanvinde
    contributor authorG. G. Deierlein
    date accessioned2017-05-08T20:59:42Z
    date available2017-05-08T20:59:42Z
    date copyrightDecember 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A12%281907%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34704
    description abstractMaterial tests and analyses are presented to investigate the accuracy of two micromechanics-based continuum criteria for predicting ductile crack initiation in low-carbon steels, which are representative of mild steels used in civil engineering construction. Referred to as the stress modified critical strain (SMCS) model and the void growth model (VGM), both criteria integrate plastic strains and triaxial stresses to predict crack initiation associated with the mechanisms of void initiation, growth and coalescence. The models are suitable for implementation through finite-element analyses to simulate fracture initiation in steel structures. Material tests and finite-element analyses of seven varieties of structural steels, including two new high-performance steels, are conducted to validate and calibrate the model parameters for practical structural engineering applications. Both models are shown to predict fracture accurately across the spectrum of steel samples and geometric configurations. However, application of the models to situations with high stress and strain gradients is shown to be quite sensitive to the characteristic length parameter of the models, which leads to large model variability in such cases. A strong empirical relationship between Charpy V-notch upper-shelf energy and the SMCS and VGM parameters is observed, which can be utilized to estimate the model parameters.
    publisherAmerican Society of Civil Engineers
    titleThe Void Growth Model and the Stress Modified Critical Strain Model to Predict Ductile Fracture in Structural Steels
    typeJournal Paper
    journal volume132
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:12(1907)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 012
    contenttypeFulltext
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