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    Fiber Reinforced Polymer Shear Strengthening of Reinforced Concrete Beams with Transverse Steel Reinforcement 

    Source: Journal of Composites for Construction:;2002:;Volume ( 006 ):;issue: 002
    Author(s): Carlo Pellegrino; Claudio Modena
    Publisher: American Society of Civil Engineers
    Abstract: The paper aims to contribute to a better understanding and modeling of the shear behavior of reinforced-concrete (RC) beams strengthened with carbon
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    Analytical Model for FRP Confinement of Concrete Columns with and without Internal Steel Reinforcement 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 006
    Author(s): Carlo Pellegrino; Claudio Modena
    Publisher: American Society of Civil Engineers
    Abstract: The paper aims to contribute to a better understanding of the behavior of reinforced concrete columns confined with fiber-reinforced polymer (FRP) sheets. In particular, some new insights on interaction mechanisms between ...
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    Experimental Study on Bond Behavior between Concrete and FRP Reinforcement 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 002
    Author(s): Carlo Pellegrino; Davide Tinazzi; Claudio Modena
    Publisher: American Society of Civil Engineers
    Abstract: Bonding between fiber-reinforced polymer (FRP) sheets and concrete supports is essential in shear and flexural applications for transfer of stress between concrete structure and reinforcement. This paper aims at better ...
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    Effect of Spike Anchors in the Bond Behavior of FRCM Systems Applied onto Curved Masonry Substrates 

    Source: Journal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 006:;page 04023061-1
    Author(s): Paolo Zampieri; Davide Santinon; Carlo Pellegrino; Francesco Iodice; Andrea Vecchi
    Publisher: ASCE
    Abstract: Externally bonded composite systems are commonly used for the structural strengthening of existing arched masonry structures. Textile-reinforced mortar systems applied to masonry arch intrados allow the load carrying ...
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    Performance Evaluation of Short Span Reinforced Concrete Arch Bridges 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 005
    Author(s): Giovanna Zanardo; Carlo Pellegrino; Carlo Bobisut; Claudio Modena
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the static and seismic performance of some short span reinforced concrete arch bridges, before and after strengthening interventions, are evaluated. To verify whether retrofit strategies for the considered ...
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    Shear Strength Model for RC Beams with U-Wrapped FRCM Composites 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 001
    Author(s): Tommaso D’Antino; Francesco Focacci; Lesley H. Sneed; Carlo Pellegrino
    Publisher: ASCE
    Abstract: The shear strength of reinforced concrete (RC) elements can be improved by applying externally bonded (EB) fiber-reinforced cementitious matrix (FRCM) composites. FRCM composites are generally U-wrapped around the cross-section ...
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