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    Simulation of Ductile Fracture of Circular Hollow Section Joints Using the Gurson Model

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author:
    X. D. Qian
    ,
    Y. S. Choo
    ,
    J. Y. Liew
    ,
    J. Wardenier
    DOI: 10.1061/(ASCE)0733-9445(2005)131:5(768)
    Publisher: American Society of Civil Engineers
    Abstract: Numerical modeling of the fracture effects on the strength of steel circular hollow section joints has not been sufficiently addressed historically. The Gurson model simulates the plastic yield behavior of material with microvoids. It is found in the current study that we can offer an alternative approach in modeling the ductile fracture for the strength analysis of tubular joints. Two loading conditions are investigated on tubular bars with the Gurson model. The effects of void growth and nucleation are observed to be more prominent in the axial tensile mode than the shear mode. Two types of tubular joints are investigated: precracked tubular joints and intact tubular joints. The effect of ductile fracture is reflected by softening of material, which leads to reductions in load–deformation curves which are consistent with test observations. Due to the lack of material data, a sensitivity study is carried out on the Gurson’s material properties.
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      Simulation of Ductile Fracture of Circular Hollow Section Joints Using the Gurson Model

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/34536
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    • Journal of Structural Engineering

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    contributor authorX. D. Qian
    contributor authorY. S. Choo
    contributor authorJ. Y. Liew
    contributor authorJ. Wardenier
    date accessioned2017-05-08T20:59:23Z
    date available2017-05-08T20:59:23Z
    date copyrightMay 2005
    date issued2005
    identifier other%28asce%290733-9445%282005%29131%3A5%28768%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34536
    description abstractNumerical modeling of the fracture effects on the strength of steel circular hollow section joints has not been sufficiently addressed historically. The Gurson model simulates the plastic yield behavior of material with microvoids. It is found in the current study that we can offer an alternative approach in modeling the ductile fracture for the strength analysis of tubular joints. Two loading conditions are investigated on tubular bars with the Gurson model. The effects of void growth and nucleation are observed to be more prominent in the axial tensile mode than the shear mode. Two types of tubular joints are investigated: precracked tubular joints and intact tubular joints. The effect of ductile fracture is reflected by softening of material, which leads to reductions in load–deformation curves which are consistent with test observations. Due to the lack of material data, a sensitivity study is carried out on the Gurson’s material properties.
    publisherAmerican Society of Civil Engineers
    titleSimulation of Ductile Fracture of Circular Hollow Section Joints Using the Gurson Model
    typeJournal Paper
    journal volume131
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2005)131:5(768)
    treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 005
    contenttypeFulltext
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