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    Composite Action and Adhesive Bond between Fiber-Reinforced Polymer Bridge Decks and Main Girders 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 004
    Author(s): Thomas Keller; Herbert Gürtler
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the behavior of hybrid girders consisting of fiber-reinforced polymer (FRP) bridge decks adhesively connected to steel main girders. Two large-scale girders were experimentally investigated at the ...
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    Long-Term Compression Performance of a Pultruded GFRP Element Exposed to Concrete Pore Water Solution 

    Source: Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 004
    Author(s): Florian Riebel; Thomas Keller
    Publisher: American Society of Civil Engineers
    Abstract: A durability study was performed on a pultruded glass fiber reinforced polymer (GFRP) compression element of a hybrid GFRP/steel joint for concrete structures. GFRP elements were immersed in alkaline pore water solutions ...
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    Fire Performance of Water-Cooled GFRP Columns. II: Postfire Investigation 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 003
    Author(s): Yu Bai; Thomas Keller
    Publisher: American Society of Civil Engineers
    Abstract: The postfire mechanical performances of water-cooled full-scale GFRP cellular columns subjected to axial compression were evaluated after exposure to an ISO-834 fire from one side for periods of 60 and 120 mins. The elastic ...
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    Shear Failure of Pultruded Fiber-Reinforced Polymer Composites under Axial Compression 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 003
    Author(s): Yu Bai; Thomas Keller
    Publisher: American Society of Civil Engineers
    Abstract: When structural elements are subjected to compressive loads, the shear forces and stresses induced by second-order effects may lead to shear failure prior to compressive failure. This is particularly likely to occur in the ...
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    Pull-Out Behavior of CFRP Single-Strap Ground Anchors 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 003
    Author(s): Haifeng Fan; Anastasios P. Vassilopoulos; Thomas Keller
    Publisher: American Society of Civil Engineers
    Abstract: Pull-out experiments were performed on four carbon fiber–reinforced polymer (CFRP) ground anchors simulating their applications in rock and soil. The CFRP tendons used in these anchors comprise a single-strap end on both ...
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    Tension Chord Model Modification for Uniaxial Unloading and Reloading in Elastic and Plastic States 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Robert Koppitz; Albin Kenel; Thomas Keller
    Publisher: American Society of Civil Engineers
    Abstract: The bond properties between concrete and steel reinforcement influence structural stiffness and deformation behavior as a result of tension stiffening. In specific cases, the load-bearing capacity of engineering structures ...
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    Erratum for “Tension Chord Model Modification for Uniaxial Unloading and Reloading in Elastic and Plastic States” by Robert Koppitz, Albin Kenel, and Thomas Keller 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Robert Koppitz; Albin Kenel; Thomas Keller
    Publisher: American Society of Civil Engineers
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    Long-Term Performance of a Glass Fiber-Reinforced Polymer Truss Bridge 

    Source: Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 001
    Author(s): Thomas Keller; Yu Bai; Till Vallée
    Publisher: American Society of Civil Engineers
    Abstract: In the summer of 2005, after eight years of use as a temporary bridge during the winter, the Pontresina Bridge for pedestrians was transported to the Swiss Federal Institute of Technology Lausanne for a detailed assessment ...
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    Structural Concept, Design, and Experimental Verification of a Glass Fiber-Reinforced Polymer Sandwich Roof Structure 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 004
    Author(s): Thomas Keller; Christoph Haas; Till Vallée
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on the design and construction of a lightweight glass fiber-reinforced polymer roof structure in Basel, Switzerland. The sandwich construction allowed for an integration of static, building physical and ...
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    Multifunctional Hybrid GFRP/Steel Joint for Concrete Slab Structures 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 006
    Author(s): Thomas Keller; Florian Riebel; Aixi Zhou
    Publisher: American Society of Civil Engineers
    Abstract: A multifunctional hybrid glass fiber-reinforced polymer (GFRP)/steel joint has been developed for the transfer of compression and shear forces in thermal insulation sections of concrete slab structures used in building ...
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