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    Experimental Investigation of GFRP-Reinforced and GFRP-Encased Square Concrete Specimens under Axial and Eccentric Load, and Four-Point Bending Test 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Muhammad N. S. Hadi; Jim Youssef
    Publisher: American Society of Civil Engineers
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    Experimental Study of High-Strength Concrete Columns Confined with Different Types of Mesh under Eccentric and Concentric Loads 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 006
    Author(s): Muhammad N. S. Hadi; Hua Zhao
    Publisher: American Society of Civil Engineers
    Abstract: A new idea is investigated in this study to reduce the cover spalling of high-strength concrete columns: installing relatively cheap materials such as household fly screen and wire mesh in the formwork of RC columns. Three ...
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    Optimum Design of Absorber for MDOF Structures 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Muhammad N. S. Hadi; Yoyong Arfiadi
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the optimum design of tuned mass damper (TMD) for seismically excited building structures. In the design process the multi degree of freedom structures are considered so that it makes improvement to ...
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    Strain Estimation of CFRP-Confined Concrete Columns Using Energy Approach 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 006
    Author(s): Thong M. Pham; Muhammad N. S. Hadi
    Publisher: American Society of Civil Engineers
    Abstract: A new model is presented for calculating the axial strain of carbon fiber-reinforced polymer (CFRP)-confined concrete columns. An energy-balance approach is introduced to establish a relationship of the energy absorption ...
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    Stress Prediction Model for FRP Confined Rectangular Concrete Columns with Rounded Corners 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 001
    Author(s): Thong M. Pham; Muhammad N. S. Hadi
    Publisher: American Society of Civil Engineers
    Abstract: The paper uses the membrane hypothesis to formulate the confining behavior of fiber-reinforced polymer (FRP) confined rectangular columns. A model was developed to calculate the strength of FRP confined rectangular concrete ...
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    Predicting Stress and Strain of FRP-Confined Square/Rectangular Columns Using Artificial Neural Networks 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 006
    Author(s): Thong M. Pham; Muhammad N. S. Hadi
    Publisher: American Society of Civil Engineers
    Abstract: This study proposes the use of artificial neural networks (ANNs) to calculate the compressive strength and strain of fiber reinforced polymer (FRP)–confined square/rectangular columns. Modeling results have shown that the ...
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    Normalized Confinement Stiffness Approach for Modeling FRP-Confined Concrete 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 005
    Author(s): Veysel Yazici; Muhammad N. S. Hadi
    Publisher: American Society of Civil Engineers
    Abstract: Passive confinement provided by fiber-reinforced polymer (FRP) jackets increases the compressive strength and axial deformation capacity of concrete. This study explains a normalized confinement stiffness approach to ...
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    Stress–Strain Behavior of Helically Confined RPC Columns Reinforced with Steel Fibers under Concentric Loading 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    Author(s): Ahmed Al-Tikrite; Muhammad N. S. Hadi
    Publisher: ASCE
    Abstract: In this paper, an analytical stress–strain model is proposed that emphasizes the influence of steel fibers of different geometry and volume content on the behavior of the confined reactive powder concrete (RPC) columns. ...
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    Experimental Investigation on the Behavior of Hollow-Core Glass Fiber-Reinforced Concrete Columns with GFRP Bars 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 002:;page 04021074
    Author(s): Habil Ahmad; M. Neaz Sheikh; Muhammad N. S. Hadi
    Publisher: ASCE
    Abstract: Steel reinforcing bars, helices, and fibers in concrete columns are susceptible to corrosion, particularly in aggressive environments. This study experimentally investigated the use of corrosion-free glass fiber-reinforced ...
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    Cyclic Performance of GFRP-RC T-Connections with Different Anchorage and Connection Details 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 003:;page 04022022
    Author(s): Muhammad Safdar; M. Neaz Sheikh; Muhammad N. S. Hadi
    Publisher: ASCE
    Abstract: This study investigated the effects of different configurations of connection reinforcement and anchorages on the cyclic behavior of glass fiber–reinforced polymer (GFRP) reinforced-concrete (RC) exterior beam–column ...
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