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    Seismic Performance of Precast Prestressed Concrete Piles 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): S. Banerjee; J. F. Stanton; N. M. Hawkins
    Publisher: American Society of Civil Engineers
    Abstract: ATC3‐06 placed strict limitations on the use of precast prestressed concrete piles in severe seismic regions. Two reasons contributing to the decision were the poor level of understanding of the curvature capacity of such ...
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    Mixed Modes I and II Concrete Fracture: An Experimental Analysis 

    Source: Journal of Applied Mechanics:;1994:;volume( 061 ):;issue: 004:;page 815
    Author(s): Z. K. Guo; N. M. Hawkins; A. S. Kobayashi
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The development of the fracture process zone associated with subcritical crack growth in a three-point bend concrete specimen with an off-centered, single-edged precrack was monitored with moire ...
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    Improved Nonlinear Model for Concrete Fracture 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 002
    Author(s): B. M. Liaw; F. L. Jeang; J. J. Du; N. M. Hawkins; A. S. Kobayashi
    Publisher: American Society of Civil Engineers
    Abstract: A nonlinear model for the fracture process zone (FPZ) that exists at the tip of a crack in concrete is developed through the interactive use of experimental data and finite element analysis of crack‐line‐wedge‐loaded ...
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    Fracture‐Process Zone for Mixed‐Mode Loading of Concrete 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 007
    Author(s): B. M. Liaw; F. L. Jeang; N. M. Hawkins; A. S. Kobayashi
    Publisher: American Society of Civil Engineers
    Abstract: A combined crack closure‐shear transfer model of the fracture‐process zone (FPZ) of concrete was developed through an interactive use of fracture‐test data and finite element analyses of crack‐line wedge‐loaded, double‐cantilever ...
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