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    Finite-Element Simulation of Ductile Fracture in Reduced Section Pull-Plates Using Micromechanics-Based Fracture Models

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author:
    A. M. Kanvinde
    ,
    G. G. Deierlein
    DOI: 10.1061/(ASCE)0733-9445(2007)133:5(656)
    Publisher: American Society of Civil Engineers
    Abstract: Micromechanics-based models that capture interactions of stress and strain provide accurate criteria to predict ductile fracture in finite-element simulations of structural steel components. Two such models—the void growth model and the stress modified critical strain model are applied to a series of twelve pull-plate tests that represent reduced (or net) section conditions in bolted and reduced beam section connections. Two steel varieties, A572 Grade 50 and a high-performance Grade 70 bridge steel are investigated. The models are observed to predict fracture much more accurately than basic longitudinal strain criteria, by capturing stress–strain interactions that lead to fracture. The flat stress and strain gradients in these pull plates allow the use of relatively coarse finite-element meshes providing economy of computation while capturing fundamental material behavior and offering insights into localized ductile fracture effects.
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      Finite-Element Simulation of Ductile Fracture in Reduced Section Pull-Plates Using Micromechanics-Based Fracture Models

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35030
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    contributor authorA. M. Kanvinde
    contributor authorG. G. Deierlein
    date accessioned2017-05-08T21:00:11Z
    date available2017-05-08T21:00:11Z
    date copyrightMay 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A5%28656%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35030
    description abstractMicromechanics-based models that capture interactions of stress and strain provide accurate criteria to predict ductile fracture in finite-element simulations of structural steel components. Two such models—the void growth model and the stress modified critical strain model are applied to a series of twelve pull-plate tests that represent reduced (or net) section conditions in bolted and reduced beam section connections. Two steel varieties, A572 Grade 50 and a high-performance Grade 70 bridge steel are investigated. The models are observed to predict fracture much more accurately than basic longitudinal strain criteria, by capturing stress–strain interactions that lead to fracture. The flat stress and strain gradients in these pull plates allow the use of relatively coarse finite-element meshes providing economy of computation while capturing fundamental material behavior and offering insights into localized ductile fracture effects.
    publisherAmerican Society of Civil Engineers
    titleFinite-Element Simulation of Ductile Fracture in Reduced Section Pull-Plates Using Micromechanics-Based Fracture Models
    typeJournal Paper
    journal volume133
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:5(656)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 005
    contenttypeFulltext
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