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    Discretization Influence on Regularization by Two Localization Limiters 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 006
    Author(s): Antonio Huerta; Gilles Pijaudier‐Cabot
    Publisher: American Society of Civil Engineers
    Abstract: In materials with a strain‐softening characteristic behavior, classical continuum mechanics favors uncontrolled strain localization in numerical analyses. Several methods have been proposed to regularize the problem. Two ...
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    Steel‐Concrete Bond Analysis with Nonlocal Continuous Damage 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author(s): Gilles Pijaudier‐Cabot; Jacky Mazars; Jacek Pulikowski
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the application of continuum damage mechanics to the description of the response of reinforced concrete members. Two simplifying assumptions are made: (1) The constitutive law of concrete is the ...
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    A Hierarchical Model for the Computation of Permeation Properties of Porous Materials and Their Enhancement due to Microcracks 

    Source: Journal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 002
    Author(s): Fadi Khaddour; David Grégoire; Gilles Pijaudier-Cabot
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a model capable of providing estimates of the apparent permeability directly from the pore-size distribution and from the properties of the fluid to be considered. The model is based on a hierarchical ...
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    Nonlocal Continuum Damage, Localization Instability and Convergence 

    Source: Journal of Applied Mechanics:;1988:;volume( 055 ):;issue: 002:;page 287
    Author(s): Zdeněk P. Bažant; Gilles Pijaudier-Cabot
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A recent nonlocal damage formulation, in which the spatially averaged quantity was the energy dissipated due to strain-softening, is extended to a more general form in which the strain remains ...
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    Error Indicator to Assess Quality of Finite-Element Frame Analyses 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): Shahrokh Ghavamian; Gilles Pijaudier-Cabot; Jacky Mazars
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this article is to describe a tool developed in order to equip a finite-element software based on nonlinear beam analysis with an error indicator aimed at measuring discretization errors. The technique is ...
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    Avalanche Statistics of Interface Crack Propagation in Fiber Bundle Model: Characterization of Cohesive Crack 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 007
    Author(s): Arnaud Delaplace; Stéphane Roux; Gilles Pijaudier-Cabot
    Publisher: American Society of Civil Engineers
    Abstract: This paper considers a model of crack propagation taking place at the interface between a rigid support and an elastic plate. The interface is modeled using a fiber bundle model (i.e., describing a damage behavior using a ...
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    Nonlocal Damage Theory 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 010
    Author(s): Gilles Pijaudier‐Cabot; Zdeněk P. Bažant
    Publisher: American Society of Civil Engineers
    Abstract: In the usual local finite element analysis, strain softening causes spurious mesh sensitivity and incorrect convergence when the element is refined to vanishing size. In a previous continuum formulation, these incorrect ...
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    Measurement of Characteristic Length of Nonlocal Continuum 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 004
    Author(s): Zdeněk P. Bažant; Gilles Pijaudier‐Cabot
    Publisher: American Society of Civil Engineers
    Abstract: The characteristic length of a heterogeneous brittle material such as concrete represents a material property that governs the minimum possible width of a zone of strain‐softening damage in nonlocal continuum formulations ...
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    Permeability due to the Increase of Damage in Concrete: From Diffuse to Localized Damage Distributions 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 009
    Author(s): Gilles Pijaudier-Cabot; Frédéric Dufour; Marta Choinska
    Publisher: American Society of Civil Engineers
    Abstract: Experimental tests exhibit a strong interaction between material damage and transport properties of concrete. There are at least two asymptotic cases where some theoretical modeling exists: in the case of diffuse cracking, ...
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    Model-Based Simulation of Durability of Materials and Structures 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 003
    Author(s): Yunping Xi; Zdenek P. Bazant; Gilles Pijaudier-Cabot; Zdenek Bittnar
    Publisher: American Society of Civil Engineers
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