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    Shear Strength of Chemically Based Self-Consolidating Concrete Beams: Fracture Mechanics Approach versus Modified Compression Field Theory 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    Author(s): Mahdi Arezoumandi; Jeffery S. Volz
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation was conducted to study the shear strength of full-scale beams constructed with both chemically based self-consolidating concrete (SCC) and conventional concrete (CC). This experimental program ...
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    Shear Behavior of High-Volume Fly Ash Concrete versus Conventional Concrete 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 010
    Author(s): Mahdi Arezoumandi; Jeffery S. Volz; John J. Myers
    Publisher: American Society of Civil Engineers
    Abstract: The production of portland cement—the key ingredient in concrete-generates a significant amount of carbon dioxide. However, due to its incredible versatility, availability, and relatively low cost, concrete is the most ...
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    Development of Long Carbon Fiber-Reinforced Concrete for Dynamic Strengthening 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 010
    Author(s): Zahra S. Tabatabaei; Jeffery S. Volz; Benjamin P. Gliha; Darwin I. Keener
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the development and testing of long carbon fibers—fibers 75 mm long or longer—to improve the resistance of reinforced concrete to dynamic loading, such as blasts and impact. In the past, attempts to ...
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    Shear Behavior of High-Volume Fly Ash Concrete versus Conventional Concrete: Experimental Study 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 003
    Author(s): Mahdi Arezoumandi; Jeffery S. Volz; Carlos A. Ortega; John J. Myers
    Publisher: American Society of Civil Engineers
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