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    Finite Element Model for Seismic RC Coupled Walls Having Slender Coupling Beams 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Omar Chaallal
    Publisher: American Society of Civil Engineers
    Abstract: A finite element model capable of tracing the nonlinear response of coupled shear walls to earthquake motions is proposed. The walls are idealized as an assembly of quadrilateral elements with three degrees of freedom, two ...
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    Mechanisms of Shear Resistance of Concrete Beams Strengthened in Shear with Externally Bonded FRP 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 005
    Author(s): Abdelhak Bousselham; Omar Chaallal
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, numerous investigations have addressed the shear strengthening of reinforced concrete (RC) beams with externally bonded fiber-reinforced polymer (FRP) composites. Despite this research effort, the mechanisms ...
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    Shear Strengthening of RC Beams with EB FRP: Influencing Factors and Conceptual Debonding Model 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 001
    Author(s): Amir Mofidi; Omar Chaallal
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the shear strengthening of RC beams using externally bonded (EB) fiber-reinforced polymers (FRP). Current code provisions and design guidelines related to shear strengthening of RC beams with FRP are ...
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    Maximum Shear Strength of RC Beams Retrofitted in Shear with FRP Composites 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 004
    Author(s): Abdelhak Bousselham; Omar Chaallal
    Publisher: American Society of Civil Engineers
    Abstract: In reinforced concrete (RC) beams strengthened in shear with fiber-reinforced polymer (FRP), crushing of the web can be a potential mode of failure. The guidelines provided by codes and standards for the design of structures ...
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    Shear Strengthening of RC Beams with Externally Bonded FRP Composites: Effect of Strip-Width-to-Strip-Spacing Ratio 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005
    Author(s): Amir Mofidi; Omar Chaallal
    Publisher: American Society of Civil Engineers
    Abstract: The results of an experimental and analytical investigation of shear strengthening of reinforced concrete (RC) beams with externally bonded (EB) fiber-reinforced polymer (FRP) strips and sheets are presented, with emphasis ...
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    Extending the Fatigue Life of Reinforced Concrete T-Beams Strengthened in Shear with Externally Bonded FRP: Upgrading versus Repairing 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 001
    Author(s): Georges El-Saikaly; Omar Chaallal
    Publisher: American Society of Civil Engineers
    Abstract: Rehabilitation and upgrading of existing civil infrastructures have become a major concern that definitely requires attention. The use of externally bonded carbon-fiber-reinforced polymer (EB-CFRP) to strengthen deficient ...
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    Laboratory Tests to Evaluate Mechanical Properties and Performance of Various Flexible Pipes 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
    Author(s): Omar Chaallal; Madasamy Arockiasamy; Ahmed Godat
    Publisher: American Society of Civil Engineers
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    Field Test Performance of Buried Flexible Pipes under Live Truck Loads 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
    Author(s): Omar Chaallal; Madasamy Arockiasamy; Ahmed Godat
    Publisher: American Society of Civil Engineers
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    Numerical Finite-Element Investigation of the Parameters Influencing the Behavior of Flexible Pipes for Culverts and Storm Sewers under Truck Load 

    Source: Journal of Pipeline Systems Engineering and Practice:;2015:;Volume ( 006 ):;issue: 002
    Author(s): Omar Chaallal; Madasamy Arockiasamy; Ahmed Godat
    Publisher: American Society of Civil Engineers
    Abstract: The objectives of this study are to evaluate the parameters that affect the behavior of flexible pipes for culverts and storm sewers and to examine the strength-limit states of such pipes proposed by the AASHTO bridge-design ...
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    Closure to “Full-Scale Field Tests on Flexible Pipes under Live Load Application” by Madasamy Arockiasamy, Omar Chaallal, and Terdkiat Limpeteeprakarn 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 005
    Author(s): Madasamy Arockiasamy; Omar Chaallal; Terdkiat Limpeteeprakarn
    Publisher: American Society of Civil Engineers
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