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    Reinforced Concrete T-Beams Strengthened in Shear with Fiber Reinforced Polymer Sheets 

    Source: Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 004
    Author(s): Christophe Deniaud; J. J. Roger Cheng
    Publisher: American Society of Civil Engineers
    Abstract: This research studies the interaction of concrete, steel stirrups, and external fiber reinforced polymer (FRP) sheets in carrying shear loads in reinforced concrete beams. A total of eight tests were conducted on four ...
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    Simplified Shear Design Method for Concrete Beams Strengthened with Fiber Reinforced Polymer Sheets 

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 005
    Author(s): Christophe Deniaud; J. J. Roger Cheng
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simplified shear design method for reinforced concrete beams strengthened externally with fiber reinforced polymer (FRP) sheets. This design method combines both the strip method and the shear friction ...
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    Modeling the Deformation Response of High Strength Steel Pipelines—Part I: Material Characterization to Model the Plastic Anisotropy 

    Source: Journal of Applied Mechanics:;2012:;volume( 079 ):;issue: 005:;page 51002
    Author(s): Sunil Neupane; James Ferguson; Michael Martens; Samer Adeeb; Roger Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The design equations for pipelines subjected to both internal pressure and longitudinal loading are based on the isotropic hardening plasticity model. However, high strength steel (HSS) pipelines ...
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    Modeling the Deformation Response of High Strength Steel Pipelines—Part II: Effects of Material Characterization on the Deformation Response of Pipes 

    Source: Journal of Applied Mechanics:;2012:;volume( 079 ):;issue: 005:;page 51003
    Author(s): Sunil Neupane; James Ferguson; Michael Martens; Samer Adeeb; Roger Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The material model proposed in Part I (Neupane et al. , 2012, “Modeling the Deformation Response of High Strength Steel Pipelines—Part I: Material Characterization to Model the Plastic Anisotropy,” ...
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    General Method for Pullback Force Estimation for Polyethylene Pipes in Horizontal Directional Drilling 

    Source: Journal of Pipeline Systems Engineering and Practice:;2016:;Volume ( 007 ):;issue: 003
    Author(s): Montazar Rabiei; Yaolin Yi; Alireza Bayat; Roger Cheng
    Publisher: American Society of Civil Engineers
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    Fatigue Strength of Coped Steel Beams 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 009
    Author(s): Michael C. H. Yam; J. J. Roger Cheng
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the fatigue behavior of coped beams, nine full‐scale specimens are tested; stress range and cope radius were the two test parameters. It is found that the stress concentration effect produced by the cope ...
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    Cyclic Flexure Tests of Masonry Walls Reinforced with Glass Fiber Reinforced Polymer Sheets 

    Source: Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 001
    Author(s): Marc D. Kuzik; Alaa E. Elwi; J. J. Roger Cheng
    Publisher: American Society of Civil Engineers
    Abstract: The research work reported here investigates the out-of-plane flexural behavior of masonry walls reinforced externally with glass fiber reinforced polymer (GFRP) sheets and subjected to cyclic loading. A full-scale test ...
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    Strengthening of Unreinforced Masonry Walls Using FRPs 

    Source: Journal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 002
    Author(s): Michael L. Albert; Alaa E. Elwi; J. J. Roger Cheng
    Publisher: American Society of Civil Engineers
    Abstract: An experimental program conducted at the University of Alberta showed that externally applied fiber reinforced polymers (FRPs) are effective in increasing the load-carrying capacity of unreinforced masonry walls that are ...
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    Measurement and Characterization of the Initial Geometric Imperfections in High Strength U ing, O ing and Expanding Manufactured Steel Pipes 

    Source: Journal of Pressure Vessel Technology:;2016:;volume( 138 ):;issue: 002:;page 21201
    Author(s): Kainat, Muntaseer; Roger Cheng, J. J.; Martens, Michael; Adeeb, Samer
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The geometric imperfections in high strength Uing, Oing and expanding (UOE) manufactured pipes are investigated in this paper using a highresolution 3D surface scanner, and a reverse engineering and inspection software. ...
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    Numerical Investigation of Tearing Fracture of Wrinkled Pipe 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2010:;volume( 132 ):;issue: 001:;page 11302
    Author(s): Arman U. Ahmed; Sreekanta Das; J. J. Roger Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Steel pipelines, buried in cold regions, often respond to thermal strains and/or geotechnical movement caused by factors such as thaw settlement, frost heave, and slope instability. These complex ...
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