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    Kinematic Description of Damage 

    Source: Journal of Applied Mechanics:;1998:;volume( 065 ):;issue: 001:;page 93
    Author(s): Taehyo Park; G. Z. Voyiadjis
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper the kinematics of damage for finite elastic deformations is introduced using the fourth-order damage effect tensor through the concept of the effective stress within the framework ...
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    Anisotropic Damage of Fiber-Reinforced MMC Using Overall Damage Analysis 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 011
    Author(s): George Z. Voyiadjis; Taehyo Park
    Publisher: American Society of Civil Engineers
    Abstract: An anisotropic damage model is proposed for fibrous metal matrix composites (MMC) with a ductile matrix. The model incorporates damage mechanics with micromechanical behavior. An overall damage tensor,
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    Recurrent Single Delaminated Beam Model for Vibration Analysis of Multidelaminated Beams 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 009
    Author(s): Taehyo Park; Sunghee Lee; George Z. Voyiadjis
    Publisher: American Society of Civil Engineers
    Abstract: Free vibration analysis of a through-width multidelaminated beam is performed in the present study. Multiple delaminations are assumed to spread from the top through the thickness direction of the beam. The natural frequencies ...
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    Detection of Stiffness Reductions in Concrete Decks with Arbitrary Damage Shapes Using Incomplete Dynamic Measurements 

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Sang-Youl Lee; Taehyo Park; George Z. Voyiadjis
    Publisher: American Society of Civil Engineers
    Abstract: A new refined nondestructive evaluation technique for concrete decks with arbitrary damage shapes is presented, and its utility in detecting the location and extent of the damage using only a single dynamic measurement ...
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    Identification of a Distribution of Stiffness Reduction in Reinforced Concrete Slab Bridges Subjected to Moving Loads 

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 005
    Author(s): Taehyo Park; Myung-Hyun Noh; Sang-Youl Lee; George Z. Voyiadjis
    Publisher: American Society of Civil Engineers
    Abstract: The method for identifying arbitrary stiffness reduction in damaged reinforced concrete slab bridges under moving loads is proposed and dynamic signals measured at several points are used as response data to reflect the ...
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