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    Wire Stress Calculations in Helical Strands Undergoing Bending 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1992:;volume( 114 ):;issue: 003:;page 212
    Author(s): M. Raoof; Y. P. Huang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Steel cables play an important role in many offshore applications. In many cases, an understanding of the magnitude and pattern of bending stresses in the individual component wires of a bent ...
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    Crack Analysis of Reinforced Concrete Tension Members 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 008
    Author(s): H. C. Chan; Y. K. Cheung; Y. P. Huang
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model is proposed for crack analysis of reinforced concrete tension members in which the tension‐stiffening effect has been taken into account. To make the model simple and practical, a new bond stress ...
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    Analytical Crack Model for Reinforced‐Concrete Structures 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): H. C. Chan; Y. K. Cheung; Y. P. Huang
    Publisher: American Society of Civil Engineers
    Abstract: Based on a proposed bond stress distribution function that was successfully applied to the analysis of reinforced‐concrete members under tension, a two‐dimensional smeared crack model for reinforced‐concrete structures is ...
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    Heterogeneous Hardening Plasticity Model for Concrete 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author(s): H. C. Chan; Y. K. Cheung; Y. P. Huang
    Publisher: American Society of Civil Engineers
    Abstract: A heterogeneous hardening rule is proposed for concrete in this paper. Being different from the hardening rules in common use, by which the development of the subsequent yield surfaces from the initial yield surface is at ...
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