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    Microplane Model for Triaxial Deformation of Saturated Cohesive Soils 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author(s): Pere C. Prat; Zdeněk P. Bažant
    Publisher: American Society of Civil Engineers
    Abstract: A microplane model, in which the constitutive properties are characterized independently on planes of various orientations (microplanes), is presented. It is found that the basic scheme previously developed for concrete ...
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    Creep of Anisotropic Clay: New Microplane Model 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 007
    Author(s): Zdeněk P. Bažant; Pere C. Prat
    Publisher: American Society of Civil Engineers
    Abstract: AS a simpler alternative to a previous microplane model, a new microplane model is presented, in which the relative slipping of clay platelets is characterized by normal rather than shear strains on the microplanes. As is ...
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    Microplane Model for Brittle‐Plastic Material: I. Theory 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 010
    Author(s): Zdeněk P. Bažant; Pere C. Prat
    Publisher: American Society of Civil Engineers
    Abstract: A generalized microplane model for brittle‐plastic heterogeneous materials such as concrete, which describes not only tensile cracking but also nonlinear triaxial response in compression and shear, is presented. The ...
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    Microplane Model for Brittle‐Plastic Material: II. Verification 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 010
    Author(s): Zdeněk P. Bažant; Pere C. Prat
    Publisher: American Society of Civil Engineers
    Abstract: The general microplane model formulated in Part I of this study is calibrated and verified by comparison with numerous nonlinear triaxial test data from the literature and good agreement is achieved. The model involves ...
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    Normal/Shear Cracking Model: Application to Discrete Crack Analysis 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 008
    Author(s): Ignacio Carol; Pere C. Prat; Carlos M. López
    Publisher: American Society of Civil Engineers
    Abstract: A simple but general model for normal/shear cracking in quasi-brittle materials is presented. It is defined in terms of the normal and shear stresses on the average plane of the crack and the corresponding normal and shear ...
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    Microplane Model for Concrete. I: Stress-Strain Boundaries and Finite Strain 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 003
    Author(s): Zdeněk P. Bažant; Yuyin Xiang; Pere C. Prat
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents an improvement of the microplane model for concrete—a constitutive model in which the nonlinear triaxial behavior is characterized by relations between the stress and strain components on a microplane ...
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    Geometric Damage Tensor Based on Microplane Model 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 010
    Author(s): Ignacio Carol; Zdeněk P. Bažant; Pere C. Prat
    Publisher: American Society of Civil Engineers
    Abstract: An appealing approach to formulate constitutive models for characterizing distributed damage due to microcracks and voids is continuum damage mechanics with the concepts of effective stress and strain equivalence. In that ...
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    Microplane Model for Concrete: II: Data Delocalization and Verification 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 003
    Author(s): Zdeněk P. Bažant; Yuyin Xiang; Mark D. Adley; Pere C. Prat; Stephen A. Akers
    Publisher: American Society of Civil Engineers
    Abstract: The new microplane model developed in the preceding companion paper is calibrated and verified by comparison with test data. A new approximate method is proposed for data delocalization, i.e., decontamination of laboratory ...
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