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    Uniaxial Model for Concrete under Variable Temperature and Stress 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 008
    Author(s): A. Khennane; G. Baker
    Publisher: American Society of Civil Engineers
    Abstract: A plasticity model using a strain‐rate formulation is presented to describe the uniaxial response of concrete when subjected to combined thermal and mechanical actions. The total strain rate is resolved into three individual ...
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    Numerical Analysis of the Cutting Forces in Timber 

    Source: Journal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 003
    Author(s): Mourad; Khelifa; Amar; Khennane
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an incremental approach based on the theories of continuum damage and anisotropic plasticity to model the forces that develop during timber cutting. The model used is based on the thermodynamics of ...
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    Durability of Glass Polymer Composites Subject to Stress Corrosion 

    Source: Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 002
    Author(s): Amar Khennane; Robert E. Melchers
    Publisher: American Society of Civil Engineers
    Abstract: Although it is well known that moisture ingress in glass fiber reinforced polymers (GFRP) enhances the phenomenon of stress corrosion cracking in the fibers, and that this reaction is likely to proceed more rapidly at the ...
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    Bond Properties of Sand-Coated GFRP Bars with Fly Ash–Based Geopolymer Concrete 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Biruk Hailu Tekle; Amar Khennane; Obada Kayali
    Publisher: American Society of Civil Engineers
    Abstract: Bond behavior is an important subject in the design and performance of reinforced concrete structures. In this research, the bond property between sand-coated glass fiber–reinforced polymer (GFRP) bars, a corrosion-resistant ...
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