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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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    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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    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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    Short-Span and Full-Scale Experiments of a Prefabricated Composite Floor-Building System 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author(s): Chris P. Pantelides; Bret A. Burkhart; Lawrence D. Reaveley; David Platt
    Publisher: American Society of Civil Engineers
    Abstract: An investigation of a new prefabricated composite floor system is described. The system consists of a reinforced concrete T-section with mechanical blockouts in the web whose concrete flange forms the deck; the concrete ...
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    Bridge Pier Retrofit Using Fiber-Reinforced Plastic Composites 

    Source: Journal of Composites for Construction:;1998:;Volume ( 002 ):;issue: 004
    Author(s): Ioan Gergely; Chris P. Pantelides; Ralph J. Nuismer; Lawrence D. Reaveley
    Publisher: American Society of Civil Engineers
    Abstract: The application of carbon fiber composite jackets for the three columns and cap beam of an existing concrete bridge pier was performed in September 1996. The evaluation of the pier in the as-is condition, the rehabilitation ...
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    Retrofit of RC Bridge Pier with CFRP Advanced Composites 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): Chris P. Pantelides; Janos Gergely; Lawrence D. Reaveley; Vladimir A. Volnyy
    Publisher: American Society of Civil Engineers
    Abstract: In situ lateral load tests of two bridge bents were conducted on Interstate 15 to determine the strength and ductility of an existing concrete bridge and the improvements that can actually be achieved using a CFRP (carbon ...
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