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    NSM CFRP Prestressing Techniques with Strengthening Potential for Simultaneously Enhancing Load Capacity and Ductility Performance 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Mohammadali Rezazadeh; Honeyeh Ramezansefat; Joaquim Barros
    Publisher: American Society of Civil Engineers
    Abstract: The ductility performance of reinforced concrete (RC) members strengthened with carbon-fiber-reinforced polymer (CFRP) reinforcement using near-surface-mounted (NSM) technique has a tendency to decrease with the increase ...
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    Lightweight Panels of Steel Fiber-Reinforced Self-Compacting Concrete 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 004
    Author(s): Joaquim Barros; Eduardo Pereira; Simão Santos
    Publisher: American Society of Civil Engineers
    Abstract: When the benefits of self-compacting concrete (SCC) are added to those resulting from the addition of discrete steel fibers to cement based materials, a high performance material, designated as steel fiber-reinforced ...
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    NSM CFRP Prestressing Techniques with Strengthening Potential for Simultaneously Enhancing Load Capacity and Ductility Performance 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Mohammadali Rezazadeh; Honeyeh Ramezansefat; Joaquim Barros
    Publisher: American Society of Civil Engineers
    Abstract: The ductility performance of reinforced concrete (RC) members strengthened with carbon-fiber-reinforced polymer (CFRP) reinforcement using near-surface-mounted (NSM) technique has a tendency to decrease with the increase ...
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    Are Available Models Reliable for Predicting the FRP Contribution to the Shear Resistance of RC Beams? 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 006
    Author(s): Gabriel Sas; Björn Täljsten; Joaquim Barros; João Lima; Anders Carolin
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the trustworthiness of the existing theory for predicting the fiber-reinforced plastic contribution to the shear resistance of reinforced concrete beams is discussed. The most well-known shear models for ...
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