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    Timber-Concrete Composite Systems with Ductile Connections 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): Chao Zhang; Paul Gauvreau
    Publisher: American Society of Civil Engineers
    Abstract: Although concrete in compression and wood in flexural tension are both intrinsically brittle, composite beams made of these two materials can develop a reliable measure of softening before failure when ductile shear ...
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    Qualitative Measure of Efficiency of Post-Tensioned Concrete Bridges 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 007
    Author(s): Luca Markus; Paul Gauvreau
    Publisher: ASCE
    Abstract: This article presents the results of a study of the efficiency of post-tensioned bridges. It is an initial step toward a broader goal of providing designers with a simple and rational basis for assessing the efficiency of ...
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    Behavior of Reinforced and Posttensioned Concrete Members with a UHPFRC Overlay under Impact Loading 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): Katrin Habel; Paul Gauvreau
    Publisher: American Society of Civil Engineers
    Abstract: The impact response of reinforced and posttensioned concrete members with ultrahigh-performance fiber-reinforced concrete (UHPFRC) overlay was studied. This paper presents the results of nine drop weight slab strip tests. ...
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