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    Structural Reliability of Prestressed UHPC Flexure Models for Bridge Girders 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 001
    Author(s): Eric Steinberg
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh performance concrete (UHPC) has been used in several bridges and other structures throughout the world and is beginning to gain more exposure in the United States. For UHPC to continue to gain acceptance for ...
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    Connectors for Timber–Lightweight Concrete Composite Structures 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): Eric Steinberg; Ricky Selle; Thorsten Faust
    Publisher: American Society of Civil Engineers
    Abstract: In timber–concrete composite structures (TCCSs), a timber member is connected to a concrete slab so that the timber primarily resists tensile forces and the concrete resists compressive forces generated from flexure. In ...
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    Forces in Wingwalls of Skewed Semi-Integral Bridges 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 006
    Author(s): Eric Steinberg; Shad M. Sargand; Christopher Bettinger
    Publisher: American Society of Civil Engineers
    Abstract: In theory, semi-integral bridges with skewed approaches have a tendency to rotate toward the acute corners due to thermal expansion. This movement causes force to be transferred into the wingwalls that are often designed ...
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    Bond Characteristics of CFRP Rod Panels Adhered to Concrete under Bending Effects 

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 001
    Author(s): Akram Jawdhari; Ali Semendary; Amir Fam; Issam Khoury; Eric Steinberg
    Publisher: American Society of Civil Engineers
    Abstract: Carbon fiber–reinforced polymer (CFRP) rod panels (CRPs) comprising small-diameter rods at a spacing larger than rod diameter are emerging as an effective adhesively bonded system for retrofit applications. They offer the ...
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