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    Closure to “Experimental Response and Code Models of GFRP RC Beams in Bending” by M. Pecce, G. Manfredi, and E. Cosenza 

    Source: Journal of Composites for Construction:;2002:;Volume ( 006 ):;issue: 001
    Author(s): M. Pecce; G. Manfredi; E. Cosenza
    Publisher: American Society of Civil Engineers
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    Experimental Response and Code Modelsof GFRP RC Beams in Bending 

    Source: Journal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 004
    Author(s): M. Pecce; G. Manfredi; E. Cosenza
    Publisher: American Society of Civil Engineers
    Abstract: The use of composite materials in structural engineering is recent, and researchers need to investigate their behavioral features. Design criteria and methods have to be redefined, and several countries have already ...
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    Experimental and Analytical Evaluation of Bond Properties of GFRP Bars 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 004
    Author(s): M. Pecce; G. Manfredi; R. Realfonzo; E. Cosenza
    Publisher: American Society of Civil Engineers
    Abstract: A better understanding of the bond behavior, which is one of the main behavioral aspects of reinforced concrete structures, is needed for fiber-reinforced plastic reinforcing bars, because tests have shown that the bond ...
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    Bond Efficiency of EBR and NSM FRP Systems for Strengthening Concrete Members 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005
    Author(s): A. Bilotta; F. Ceroni; M. Di Ludovico; E. Nigro; M. Pecce; G. Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the results of an experimental program to investigate the bonding behavior of two different types of fiber-reinforced polymer (FRP) systems for strengthening RC members: externally bonded carbon (EBR) ...
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