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    Toughening Mechanisms in Quasi-Brittle Materials 

    Source: Journal of Engineering Materials and Technology:;1993:;volume( 115 ):;issue: 003:;page 300
    Author(s): S. P. Shah; C. Ouyang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Fracture processes in cement-based materials are characterized by a large-scale fracture process zone, localization of deformation, and strain softening. Many studies have been conducted to understand ...
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    Pullout of Inclined Fibers from Cementitious Matrix 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 012
    Author(s): C. Ouyang; A. Pacios; S. P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: Fibers with inclination angles of 0°, 14°, 27°, and 37°, respectively, were pulled out from a cementitious matrix. For each inclination angle, two types of specimens with 16 and eight steel fibers, respectively, were tested. ...
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    Response of Quasi-Brittle Materials Reinforced by Short, Aligned Fibers 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 011
    Author(s): C. Ouyang; S. P. Shah; T. Mura; C.-J. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: Pseudo-strain-hardening behavior of quasi-brittle materials reinforced by discontinuous, aligned fibers subjected to uniaxial tension is studied in this paper. An
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    Prediction of Cracking Response of Reinforced Concrete Tensile Members 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): C. Ouyang; E. Wollrab; S. M. Kulkarni; S. P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental and analytical study that was carried out to improve the understanding of the response of cracked concrete from a fracture mechanics point of view. Reinforced concrete ...
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