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    Shear Strength of Reinforced Concrete Plates and Shells Determined by Finite Element Analysis Using Layered Elements 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): Thomas G. Harmon; Ni Zhangyuan
    Publisher: American Society of Civil Engineers
    Abstract: Transverse shear failures of reinforced concrete plates and shells are analyzed using a layered shell element that has been modified to more accurately model shear behavior. The transverse shear stress distribution through ...
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    Three‐Parameter Failure Criterion for Concrete 

    Source: Journal of Materials in Civil Engineering:;1990:;Volume ( 002 ):;issue: 004
    Author(s): Long‐Yuan Li; Thomas G. Harmon
    Publisher: American Society of Civil Engineers
    Abstract: It is well known that concrete will fail in the form of cracking or crushing for the uniaxial tension or compression. However, it would be difficult to classify and define precisely the failure form for the multiaxial ...
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    Confined Concrete Subjected to Uniaxial Monotonic Loading 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 012
    Author(s): Thomas G. Harmon; Seetharaman Ramakrishnan; Edward H. Wang
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of concrete confined with carbon and glass fiber wraps is determined by uniaxial compression tests of filament wound composite cylinders filled with concrete. Experimental variables include concrete strength, ...
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