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    Mixed‐Mode Fracture of Concrete Subjected to Impact Loading 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Reji John; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: An analytical and experimental investigation of mode I (tensile) and mixed mode (combined tensile and shear) fracture of concrete subjected to impact loading was conducted. The rate of loading ranged from a slow strain rate of
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    Fracture Mechanics Analysis of High‐Strength Concrete 

    Source: Journal of Materials in Civil Engineering:;1989:;Volume ( 001 ):;issue: 004
    Author(s): Reji John; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: Concrete with compressive strength up to 140 MPa (20,000 psi) can now be economically produced. For these high‐strength concretes it has been shown that one cannot use the same empirical relationships between compressive ...
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    Relaxation of Shot-Peened Residual Stresses Under Creep Loading 

    Source: Journal of Engineering Materials and Technology:;2009:;volume( 131 ):;issue: 003:;page 31008
    Author(s): Dennis J. Buchanan; Reji John; Robert A. Brockman
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Shot peening is a commonly used surface treatment process that imparts compressive residual stresses into the surface of metal components. Compressive residual stresses retard initiation and growth ...
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    Fatigue Crack Growth Rate Characteristics of Laser Shock Peened Ti-6Al-4V 

    Source: Journal of Engineering Materials and Technology:;1999:;volume( 121 ):;issue: 003:;page 321
    Author(s): John J. Ruschau; Reji John; Steven R. Thompson; Theodore Nicholas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The fatigue crack growth rate (FCGR) characteristics of Laser Shock Peened (LSP) titanium 6Al-4V were examined and compared to those of unprocessed material. The FCGR resistance of LSP processed ...
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    Mode I Fracture in Concrete Using Center‐Cracked Plate Specimens 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Manuel A. Alvarado; Surendra P. Shah; Reji John
    Publisher: American Society of Civil Engineers
    Abstract: Many have attempted to quantify the fracture toughness of concrete using linear elastic fracture mechanics (LEFM). It has been observed that critical mode I stress intensity factor,
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