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    Research Needs and Unresolved Issues of Composites for Built Infrastructure 

    Source: Journal of Composites for Construction:;2002:;Volume ( 006 ):;issue: 003
    Author(s): E. Cosenza; G. Manfredi
    Publisher: American Society of Civil Engineers
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    Simple Method for the Design of Jet Grouted Umbrellas in Tunneling 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author(s): G. P. Lignola; A. Flora; G. Manfredi
    Publisher: American Society of Civil Engineers
    Abstract: Tunnel excavation in cohesionless soils implies the use of a temporary supporting structure prior to lining installation. This temporary structure has to couple safety and economy, and can be conveniently realized using ...
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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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    Behavior and Modeling of Bond of FRP Rebars to Concrete 

    Source: Journal of Composites for Construction:;1997:;Volume ( 001 ):;issue: 002
    Author(s): E. Cosenza; G. Manfredi; R. Realfonzo
    Publisher: American Society of Civil Engineers
    Abstract: In the field of reinforced-concrete (RC) structures, the use of fiber reinforced plastic rebars (FRP rebars) as an alternative to the steel reinforcements appears very promising, especially if such structures are exposed ...
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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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    Analysis of Continuous Composite Beams Including Partial Interaction and Bond 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 011
    Author(s): G. Fabbrocino; G. Manfredi; E. Cosenza
    Publisher: American Society of Civil Engineers
    Abstract: Negative bending moments arise near the intermediate supports in continuous beams; thus, when steel-concrete composite beams are considered, tensile stresses act on the concrete slab. As a result the structural response ...
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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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    Experimental In-Plane Behavior of Tuff Masonry Strengthened with Cementitious Matrix–Grid Composites 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 003
    Author(s): A. Prota; G. Marcari; G. Fabbrocino; G. Manfredi; C. Aldea
    Publisher: American Society of Civil Engineers
    Abstract: Tuff buildings are a significant part of the Mediterranean area and are to be preserved from a structural viewpoint especially in seismic areas. Over the past few decades, the interest in strengthening of historical tuff ...
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    Experimental Performance of RC Hollow Columns Confined with CFRP 

    Source: Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 001
    Author(s): G. P. Lignola; A. Prota; G. Manfredi; E. Cosenza
    Publisher: American Society of Civil Engineers
    Abstract: Column jacketing with fiber-reinforced polymer (FRP) composite materials has been extensively investigated in the last decade to address the issue of seismic upgrade and retrofit of existing reinforced concrete (RC) columns. ...
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    FRP Strengthening of Full-Scale PC Girders 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 005
    Author(s): M. Di Ludovico; A. Prota; G. Manfredi; E. Cosenza
    Publisher: American Society of Civil Engineers
    Abstract: Every year, several prestressed concrete (PC) bridge girders are accidentally damaged by overheight vehicles or construction equipment impact. Although complete replacement is sometimes deemed necessary, repair and ...
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