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    Maximum Dynamic-Load Allowance of Bridge with GFRP-Reinforced Concrete Deck 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003
    Author(s): Korin Holden; Chris Pantelides; Lawrence Reaveley
    Publisher: American Society of Civil Engineers
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    Experimental Evaluation of Slender High-Strength Concrete Columns with GFRP and Hybrid Reinforcement 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 006
    Author(s): Thomas A. Hales; Chris P. Pantelides; Lawrence D. Reaveley
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of slender high-strength concrete columns reinforced with glass fiber-reinforced polymer (GFRP) bars and spirals subjected to concentric and eccentric axial loads was evaluated. Large-scale tests were conducted ...
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    Structural Performance of Hybrid GFRP/Steel Concrete Sandwich Panels 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 005
    Author(s): Chris P. Pantelides; Rajeev Surapaneni; Lawrence D. Reaveley
    Publisher: American Society of Civil Engineers
    Abstract: Precast/prestressed concrete sandwich panels consist of two concrete wythes separated by a rigid insulation foam layer and are generally used as walls or slabs in thermal insulation applications. Commonly used connectors ...
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    Posttensioned FRP Composite Shells for Concrete Confinement 

    Source: Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 001
    Author(s): Zihan Yan; Chris P. Pantelides; Lawrence D. Reaveley
    Publisher: American Society of Civil Engineers
    Abstract: Experiments have shown that externally bonded fiber-reinforced polymer (FRP) jackets for square and rectangular columns are not as effective as they are for circular columns. The results of experiments on shape-modified ...
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    CFRP Composite Connector for Concrete Members 

    Source: Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 001
    Author(s): P. W. McMullin; C. P. Pantelides; L. D. Reaveley
    Publisher: American Society of Civil Engineers
    Abstract: Steel plate connections are frequently used in tilt-up and precast concrete building construction to tie adjacent wall panels together for shear and overturning effects, and to provide continuous diaphragm chord connections ...
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    Seismic Rehabilitation of Reinforced Concrete Frame Interior Beam-Column Joints with FRP Composites 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 004
    Author(s): Chris P. Pantelides; Yasuteru Okahashi; L. D. Reaveley
    Publisher: American Society of Civil Engineers
    Abstract: An experimental research program is described regarding the use of externally applied carbon fiber-reinforced plastic (CFRP) jackets for seismic rehabilitation of reinforced concrete interior beam-column joints, which were ...
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    Axial Load Behavior of Concrete Columns Confined with GFRP Spirals 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 003
    Author(s): Chris P. Pantelides; Michael E. Gibbons; Lawrence D. Reaveley
    Publisher: American Society of Civil Engineers
    Abstract: The writers evaluated the confinement that was provided by glass fiber-reinforced polymer (GFRP) spirals in concrete columns under axial load. Given that GFRP spirals are resistant to chloride-induced corrosion, the option ...
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    Shear Strengthening of RCT-Joints Using CFRP Composites 

    Source: Journal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
    Author(s): Janos Gergely; Chris P. Pantelides; Lawrence D. Reaveley
    Publisher: American Society of Civil Engineers
    Abstract: The rehabilitation of RC columns jacketed with carbon fiber-reinforced plastic (FRP) composites for improving shear strength, confinement, and ductility has received considerable attention. However, research for improving ...
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    Bridge Constructed with GFRP-Reinforced Precast Concrete Deck Panels: Case Study 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 005
    Author(s): Korin M.; Holden; Chris P.; Pantelides; Lawrence D.; Reaveley
    Publisher: American Society of Civil Engineers
    Abstract: Long-term monitoring of two precast deck panels constructed with glass fiber–reinforced polymer (GFRP) bars and six girders of a single-span bridge is reported. Each instrumented panel is 12.5 m long, 2.1 m wide, and 235 ...
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    Shear Capacity of CFRP Posttensioned Grouted Transverse Joints under Concentrated Loads 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 007
    Author(s): Erika D. Weber; Chris P. Pantelides; Lawrence D. Reaveley
    Publisher: American Society of Civil Engineers
    Abstract: The transverse joint between full-depth precast concrete panels in accelerated bridge construction (ABC) is a critical element for satisfactory performance of bridge decks. Live loads on bridge decks are caused by concentrated ...
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