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    Stress Intensity Factors for Cracked Steel Girders Strengthened with CFRP Sheets 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 005
    Author(s): Amer Hmidan; Yail J. Kim; Siamak Yazdani
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the fracture characteristics of cracked wide-flange steel girders (W18–W40, W460–W1000 in metric) strengthened with carbon fiber-reinforced polymer (CFRP) sheets. A broad range of parameters are considered ...
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    CFRP Repair of Steel Beams with Various Initial Crack Configurations 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 006
    Author(s): Amer Hmidan; Yail J. Kim; Siamak Yazdani
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental program to study the behavior of notched steel beams repaired with carbon-fiber-reinforced polymer (CFRP) sheets. Particular attention is paid to examining the interaction between the ...
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    Residual Behavior of Shear-Repaired Concrete Beams Using CFRP Sheets Subjected to Elevated High Temperatures 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 003
    Author(s): Yail J. Kim; Amer Hmidan; Kyoung-Kyu Choi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the residual behavior of unreinforced concrete beams repaired with carbon fiber-reinforced polymer (CFRP) sheets in shear subjected to elevated temperatures up to 200°C. An experimental program is ...
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