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    Nondestructive Evaluation: Past, Present, and Future 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 003
    Author(s): John S. Popovics
    Publisher: American Society of Civil Engineers
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    Effects of Poisson's Ratio on Impact-Echo Test Analysis 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 008
    Author(s): John S. Popovics
    Publisher: American Society of Civil Engineers
    Abstract: Although the Poisson's ratio of concrete is known to vary within a significant range of values, the resulting effects on impact-echo test results have not been studied. In this regard, background to the problem is given ...
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    Application of Impact Resonance C-Scan Stack Images to Evaluate Bridge Deck Conditions 

    Source: Journal of Infrastructure Systems:;2015:;Volume ( 021 ):;issue: 001
    Author(s): Taekeun Oh; John S. Popovics
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a practical approach for imaging concrete pavement and bridge deck slabs for the presence of delamination defects. Air-coupled impact resonance (impact-echo) test data are presented as a fused image by ...
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    Imaging Concrete Structures Using Air-Coupled Impact-Echo 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Jinying Zhu; John S. Popovics
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, air-coupled impact-echo is successfully applied for nondestructive evaluation of concrete. The air-coupled sensor is a small (
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    Lamb Wave Basis for Impact-Echo Method Analysis 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Alexander Gibson; John S. Popovics
    Publisher: American Society of Civil Engineers
    Abstract: The impact-echo method has been developed over the past
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    Testing Concrete in Torsion: Instability Analysis and Experiments 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Kolluru V. Subramaniam; John S. Popovics; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: Torsion tests have been used to evaluate the shear response of concrete. The complete load-deformation response of unnotched concrete specimens subjected to torsion is difficult to obtain because of test instabilities. In ...
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    Fatigue Fracture of Concrete Subjected to Biaxial Stresses in the Tensile C-T Region 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 006
    Author(s): Kolluru V Subramaniam; John S. Popovics; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: In this paper cyclic quasi-static and constant amplitude fatigue responses of concrete subjected tensile compression–tension
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    Set Time Measurements of Self-Compacting Pastes and Concretes Using Ultrasonic Wave Reflection 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 001
    Author(s): Prannoy Suraneni; Leslie J. Struble; John S. Popovics; Chul-Woo Chung
    Publisher: American Society of Civil Engineers
    Abstract: The ultrasonic shear-wave reflection coefficient at the interface between a hydrating material and a buffer material was monitored immediately after mixing as a function of time to study setting behavior of self-compacting ...
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    Extent of Healing of Cracked Normal Strength Concrete 

    Source: Journal of Materials in Civil Engineering:;2000:;Volume ( 012 ):;issue: 001
    Author(s): Corina-Maria Aldea; Won-Joon Song; John S. Popovics; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: The goal of the research presented here is to investigate the extent of healing of cracked concrete. A feedback-controlled test was used to generate a crack with a controlled width in concrete specimens. Then, water ...
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    Longitudinal Cracking Distress on Continuously Reinforced Concrete Pavements in Illinois 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 004
    Author(s): Jeffery R. Roesler; John S. Popovics; Joni L. Ranchero; Matt Mueller; David Lippert
    Publisher: American Society of Civil Engineers
    Abstract: The Illinois Department of Transportation (IDOT) initiated a failure investigation to determine the distress mechanisms causing premature longitudinal cracking on continuously reinforced concrete pavements (CRCP) on several ...
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