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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(s): A. M. Kanvinde; G. G. Deierlein
    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 ...
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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(s): A. M. Kanvinde; G. G. Deierlein
    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 ...
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    Behavior of Screw and Adhesive Connections to Gypsum Wallboard in Wood and Cold-Formed Steel-Framed Wallettes 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author(s): S. Swensen; G. G. Deierlein; E. Miranda
    Publisher: American Society of Civil Engineers
    Abstract: Increasing the lateral strength and stiffness of light-frame structures can lead to reduced damage in the event of an earthquake. Because low-rise wood and cold-formed steel-framed buildings often contain many partition ...
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    Behavior of Screw and Adhesive Connections to Gypsum Wallboard in Wood and Cold-Formed Steel-Framed Wallettes 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author(s): S. Swensen; G. G. Deierlein; E. Miranda
    Publisher: American Society of Civil Engineers
    Abstract: Increasing the lateral strength and stiffness of light-frame structures can lead to reduced damage in the event of an earthquake. Because low-rise wood and cold-formed steel-framed buildings often contain many partition ...
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    Cyclic Void Growth Model to Assess Ductile Fracture Initiation in Structural Steels due to Ultra Low Cycle Fatigue 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 006
    Author(s): A. M. Kanvinde; G. G. Deierlein
    Publisher: American Society of Civil Engineers
    Abstract: A new model is proposed to simulate ductile fracture initiation due to large amplitude cyclic straining in structural steels, which is often the governing limit state in steel structures subjected to earthquakes. Termed ...
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    Validation of Cyclic Void Growth Model for Fracture Initiation in Blunt Notch and Dogbone Steel Specimens 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): A. M. Kanvinde; G. G. Deierlein
    Publisher: American Society of Civil Engineers
    Abstract: Tests and finite-element analyses of blunt notch and dogbone specimens are presented to demonstrate the application and validation of the cyclic void growth model (CVGM) to evaluate the initiation of ductile fracture under ...
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    Prediction of Ductile Fracture in Steel Connections Using SMCS Criterion 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): W.-M. Chi; A. M. Kanvinde; G. G. Deierlein
    Publisher: American Society of Civil Engineers
    Abstract: Conventional fracture mechanics approaches have limited capabilities to accurately predict fracture under conditions of large scale yielding or in complex geometries where there are no significant pre-existing flaws. Such ...
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    Calibration of the SMCS Criterion for Ductile Fracture in Steels: Specimen Size Dependence and Parameter Assessment 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 011
    Author(s): A. T. Myers; A. M. Kanvinde; G. G. Deierlein
    Publisher: American Society of Civil Engineers
    Abstract: The stress modified critical strain (SMCS) criterion provides a local index for the initiation of ductile fracture in metals as a function of plastic strain and stress triaxiality. Previous research has confirmed the SMCS ...
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    Parametric Study of Seismic Isolation Properties for Light-Frame Houses 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): E. Jampole; S. Swensen; E. Miranda; G. G. Deierlein
    Publisher: ASCE
    Abstract: Seismic isolation is a proven technology to protect structures from large earthquakes; however, it has not been extensively implemented in light-frame residential houses in the United States because of perceived high costs, ...
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    Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): B. V. Fell; A. M. Kanvinde; G. G. Deierlein; A. T. Myers
    Publisher: American Society of Civil Engineers
    Abstract: Results from 18 large-scale tests of steel bracing members are presented to examine their inelastic buckling and fracture behavior as related to the seismic design of concentrically braced frames. The brace specimens include ...
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