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    Evaluation of Masonry Deep Beams Externally Strengthened with CFRP Sheets 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 002
    Author(s): Z. Hao; V. Bindiganavile; J. J. R. Cheng; A. Elwi
    Publisher: American Society of Civil Engineers
    Abstract: In this study, carbon fiber-reinforced polymer (CFRP) sheets were examined as a means to strengthening existing masonry walls allowing for efficient creation of doors, windows, and passage openings. The research reported ...
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    Microvoid Damage Model with Material Dilation for Ductile Fracture 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 010
    Author(s): H. A. Khoo; T. M. Hrudey; J. J. R. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: A constitutive model that incorporates material dilation and the concept of continuum damage mechanics is developed to predict ductile fracture of steel under monotonic quasi-static loading due to microvoids. In this model, ...
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    Pattern Studies of Strain Distributions for Detecting Pipe Wrinkling 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2012:;volume( 134 ):;issue: 002:;page 21702
    Author(s): Z. L. Chou; J. Zhou; J. J. R. Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: As both onshore and offshore pipeline constructions push further into higher risk terrains, such as geologically unstable terrain and the Arctic region, the risk of local buckling failure ...
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    Behavior of Cold Bend Pipes under Bending Loads 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 005
    Author(s): M. Sen; J. J. R. Cheng; J. Zhou
    Publisher: American Society of Civil Engineers
    Abstract: Ground movement along a buried pipeline often places the line in net compression. The local buckling resistance at cold bends is less than at straight sections, and hence, local buckling tends to occur at bends. Correspondingly, ...
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    Local Web Buckling Strength of Coped Steel I Beams 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): Michael C. H. Yam; Angus C. C. Lam; V. P. Iu; J. J. R. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: When a beam flange is coped to allow clearance at the connection, the strength of the coped region will be reduced. Local web buckling at the coped region may occur when the cope length is long and/or the compression flange ...
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