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    Rheological Model for Cyclic Loading of Concrete 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author(s): Apostolos Fafitis; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: A rheological stochastic model to predict the cyclic stress‐strain behavior of concrete subjected to uniaxial compressive loading is proposed. The model consists of rheological elements with random state variables with ...
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    Constitutive Model for Dynamic Loading of Concrete 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author(s): Wimal Suaris; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: Constitutive properties of concrete under dynamic loading are necessary for the rational analysis of concrete structures subject to impact and impulsive loads. The constitutive model presented herein models microcracking ...
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    Properties of Concrete Subjected to Impact 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author(s): Wimal Suaris; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: For rational design of concrete structures subjected to impact and impulsive loading, the constitutive properties of concrete over a wide range of strain rates are required. With this aim in mind, concrete and fiber ...
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    Mixed‐Mode Fracture of Concrete Subjected to Impact Loading 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Reji John; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: An analytical and experimental investigation of mode I (tensile) and mixed mode (combined tensile and shear) fracture of concrete subjected to impact loading was conducted. The rate of loading ranged from a slow strain rate of
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    Processing Effects in Cementitious Composites: Extrusion and Casting 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 002
    Author(s): Alva Peled; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: There is growing interest in the effect of processing methods on the properties of cement composites. The present work compares two processing methods: casting and extrusion. The effects of high fly-ash content (70% by ...
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    Fracture Mechanics Analysis of High‐Strength Concrete 

    Source: Journal of Materials in Civil Engineering:;1989:;Volume ( 001 ):;issue: 004
    Author(s): Reji John; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: Concrete with compressive strength up to 140 MPa (20,000 psi) can now be economically produced. For these high‐strength concretes it has been shown that one cannot use the same empirical relationships between compressive ...
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    Fracture Mechanism in Cement-Based Materials Subjected to Compression 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 001
    Author(s): Sokhwan Choi; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: The fracture processes in cement-based materials (cement paste, mortar, and concrete) subjected to compressive loads are examined. The use of friction-reducing materials reduced the end constraints and eliminated the barrel ...
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    Two Parameter Fracture Model for Concrete 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 010
    Author(s): Yeoushang Jenq; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: Attempts to apply linear elastic fracture mechanics (LEFM) to concrete have been made for several years. Several investigators have reported that when fracture toughness,
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    Rate‐Sensitive Damage Theory for Brittle Solids 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Wimal Suaris; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: A continuous damage theory is presented for the quasi‐static and dynamic behavior of brittle materials. The fact that the strain‐rate effects observed can be mainly attributed to the rate‐sensitivity of the microcracking ...
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    Closure to “<i>Predictions of Nonlinear Fracture Process Zone in Concrete</i>” by Methi Wecharatana and Surendra P. Shah (October, 1983) 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Methi Wecharatana; Surendra P. Shah
    Publisher: American Society of Civil Engineers
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