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    RC Rectangular Slabs with Edge Restraints 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Chengsheng Ouyang; Wimal Suaris
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced concrete slabs with edges restrained against lateral displacement are capable of carrying ultimate loads which are considerably higher than the loads predicted by using conventional yield‐line theory. An analytical ...
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    Fracture Mechanics and Size Effect of Concrete in Tension 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): Tianxi Tang; Surendra P. Shah; Chengsheng Ouyang
    Publisher: American Society of Civil Engineers
    Abstract: It is found that strength of concrete structures generally decreases with increasing structure size before reaching a limiting value. Fracture mechanics is used to predict such size effect. However, most previous fracture ...
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    Shrinkage and Fracture Properties of Semiflowable Self-Consolidating Concrete 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 011
    Author(s): Gilson Lomboy; Kejin Wang; Chengsheng Ouyang
    Publisher: American Society of Civil Engineers
    Abstract: Shrinkage behavior and fracture properties of five semiflowable self-consolidating concrete (SFSCC) mixes are studied, and their results are compared with those of conventional pavement concrete. In the study, prism tests ...
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    Interface Behavior in Steel Fiber/Cement Composites under Tension 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Yixin Shao; Chengsheng Ouyang; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: The fundamental properties of fiber-matrix interface are commonly determined by analyzing fiber pullout tests. Recognition of the dependence of the interface properties on the explanation of the pullout force-displacement ...
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    Damage Model for Cyclic Loading of Concrete 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Wimal Suaris; Chengsheng Ouyang; Viraj M. Fernando
    Publisher: American Society of Civil Engineers
    Abstract: A damage model for monotonic and cyclic behavior of concrete is developed. The model recognizes the tortuous nature of cracks in compression, which affects the flexibility of the material in a direction coinciding with the ...
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    Damage Assessment in Concrete Using Quantitative Acoustic Emission 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 011
    Author(s): Chengsheng Ouyang; Eric Landis; Surendra P. Shah
    Publisher: American Society of Civil Engineers
    Abstract: An acoustic emission (AE) is a localized rapid release of strain energy in a stressed material. Quantitative acoustic emission measurement techniques have recently been developed to estimate the location, size, orientation, ...
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    Erratum: 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 008
    Author(s): Tianxi Tang; Surendra P. Shah; Chengsheng Ouyang
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Fracture Mechanics and Size Effect of Concrete in Tension</i>” by Tianxi Tang, Surendra P. Shah, and Chengsheng Ouyang (November, 1992, Vol. 118, No. 11) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 008
    Author(s): Tianxi Tang; Surendra P. Shah; Chengsheng Ouyang
    Publisher: American Society of Civil Engineers
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    Closure to “Fracture Mechanics and Size Effect of Concrete in Tension” by Tianxi Tang, Surendra P. Shah, and Chengsheng Ouyang 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Tianxi Tang; Surendra P. Shah; Chengsheng Ouyang
    Publisher: American Society of Civil Engineers
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