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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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    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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    Rotational Stiffness of Exposed Column Base Connections: Experiments and Analytical Models 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 005
    Author(s): A. M. Kanvinde; D. A. Grilli; F. Zareian
    Publisher: American Society of Civil Engineers
    Abstract: The rotational flexibility of column base connections is often ignored in structural simulation of moment frames in which the bases are assumed to be either fixed or pinned. Although structural response is sensitive to ...
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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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    Column Base Connections for Hollow Steel Sections: Seismic Performance and Strength Models 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): A. M. Kanvinde; P. Higgins; R. J. Cooke; J. Perez; J. Higgins
    Publisher: American Society of Civil Engineers
    Abstract: The seismic response of exposed hollow steel section columns to base plate connections is examined through a series of eight experiments. The prototype-scale tests investigate a range of variables including base plate size ...
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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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    Forensic Analysis of Link Fractures in Eccentrically Braced Frames during the February 2011 Christchurch Earthquake: Testing and Simulation 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 005
    Author(s): A. M. Kanvinde; K. S. Marshall; D. A. Grilli; G. Bomba
    Publisher: American Society of Civil Engineers
    Abstract: The earthquake on February 22, 2011, in Christchurch, New Zealand, resulted in the first documented field fractures of links in eccentrically braced frames (EBFs). A comprehensive forensic analysis of these fractures, which ...
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