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    Continuum Damage Theory—Application to Concrete 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 002
    Author(s): J. Mazars; G. Pijaudier‐Cabot
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a review of the different models for concrete based on continuum damage theory, formulated at the Laboratoire de Mécanique et Technologie (Cachan, France). Derived in the framework of the thermodynamics ...
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    Comment on Hyperbolicity of Wave Problem for Valanis’ Global Damage Theory 

    Source: Journal of Applied Mechanics:;1996:;volume( 063 ):;issue: 003:;page 843
    Author(s): G. Pijaudier-Cabot; Z. P. Bažant
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Chemo-Mechanical Effects in Mortar Beams Subjected to Water Hydrolysis 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 003
    Author(s): C. Le Bellégo; B. Gérard; G. Pijaudier-Cabot
    Publisher: American Society of Civil Engineers
    Abstract: Reliable predictions of the long-term behavior of concrete structures require both an accurate knowledge of the various degradation mechanisms that affect the structures over their lifetime and the use of simulation tools. ...
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    Failure Analysis of Initially Cracked Concrete Structures 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 011
    Author(s): L. Bodé; J. L. Tailhan; G. Pijaudier-Cabot; C. La Borderie; J. L. Clément
    Publisher: American Society of Civil Engineers
    Abstract: Fracture mechanics is very often employed in analyses of cracked structural components. We present here another technique that is based on the equivalence between a crack, its process zone, and a distribution of damage. ...
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