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    Nonlinear Behavior of Concrete Dams Using Damage Mechanics 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 004
    Author(s): Faouzi Ghrib; René Tinawi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents damage-mechanics-based models for predicting the nonlinear static response of unreinforced concrete dams. An anisotropic formulation of the damage because of cracking is proposed. It leads to a reasonable ...
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    FRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 001:;page 04021063
    Author(s): John Bressan; Faouzi Ghrib; Amr El Ragaby
    Publisher: ASCE
    Abstract: An experimental investigation assessed the effectiveness of carbon and polyparaphenylene benzobisoxazole (PBO) fabric-reinforced cementitious matrix (C-FRCM and PBO-FRCM) systems in rehabilitating reinforced concrete beams ...
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    Effect of the Number of Cross-Tie Lines on the In-Plane Stiffness and Modal Behavior Classification of Orthogonal Cable Networks with Multiple Lines of Transverse Flexible Cross-Ties 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 004
    Author(s): Javaid Ahmad; Shaohong Cheng; Faouzi Ghrib
    Publisher: American Society of Civil Engineers
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    Moment and Shear Distribution Factors for the Design of Simply Supported Skewed Composite Steel I-Girder Bridges Due to Dead Loading 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 008
    Author(s): Muhammad Kashif Razzaq; Khaled Sennah; Faouzi Ghrib
    Publisher: ASCE
    Abstract: The sequence of loading during construction of simply supported skewed bridges influences the magnitude of stresses developed in the girders and is usually not explicitly addressed in design codes. Many designers and ...
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    Damage Identification of Euler–Bernoulli Beams Using Static Responses 

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 005
    Author(s): Faouzi Ghrib; Li Li; Patricia Wilbur
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents two computational procedures to reconstruct the stiffness distribution and to detect damage in Euler–Bernoulli beams. A novel methodology of damage identification is developed using static deflection ...
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    Behavior of RC Slab-Column Connections Strengthened with External CFRP Sheets and Subjected to Eccentric Loading 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 004
    Author(s): Ziad Halabi; Faouzi Ghrib; Amr El-Ragaby; Khaled Sennah
    Publisher: American Society of Civil Engineers
    Abstract: Strengthening of both aging and modern infrastructure has become necessary as a result of increased load demand and/or to restore the capacity of a member. For example, flat slabs (commonly utilized in parking garages) are ...
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