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    Adhesively Bonded and Translucent Glass Fiber Reinforced Polymer Sandwich Girders 

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 005
    Author(s): Thomas Keller; Julia de Castro; Martin Schollmayer
    Publisher: American Society of Civil Engineers
    Abstract: An experimental program has been carried out to investigate the structural behavior of adhesively bonded glass fiber reinforced polymer (GFRP) sandwich girders. The girders, conceivable for main spans up to 20 m, are ...
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    GFRP-Balsa Sandwich Bridge Deck: Concept, Design, and Experimental Validation 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002
    Author(s): Thomas Keller; Jan Rothe; Julia de Castro; Michael Osei-Antwi
    Publisher: American Society of Civil Engineers
    Abstract: The concept, design, and experimental validation of the new Avançon Bridge in Bex, Switzerland, are described. The lightweight glass fiber–reinforced polymer (GFRP) sandwich bridge deck adhesively bonded to steel girders, ...
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    Effect of Natural Weathering on Durability of Pultruded Glass Fiber–Reinforced Bridge and Building Structures 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author(s): Thomas Keller; Nikolaos A. Theodorou; Anastasios P. Vassilopoulos; Julia de Castro
    Publisher: American Society of Civil Engineers
    Abstract: After 17 and 15 years of use, respectively, a detailed inspection of a pedestrian bridge and a 5-story building structure composed of partly adhesively bonded pultruded glass fiber–reinforced polymer (GFRP) profiles ...
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    FRP-Balsa Composite Sandwich Bridge Deck with Complex Core Assembly 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 006
    Author(s): Michael Osei-Antwi; Julia de Castro; Anastasios P. Vassilopoulos; Thomas Keller
    Publisher: American Society of Civil Engineers
    Abstract: The aim of this work was to investigate to what extent the performance of a glass fiber–reinforced polymer (GFRP) sandwich slab-bridge with a uniform high-density balsa core could be improved in terms of structural efficiency ...
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    Effect of Natural Weathering on Durability of Pultruded Glass Fiber–Reinforced Bridge and Building Structures 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author(s): Thomas Keller; Nikolaos A. Theodorou; Anastasios P. Vassilopoulos; Julia de Castro
    Publisher: American Society of Civil Engineers
    Abstract: After 17 and 15 years of use, respectively, a detailed inspection of a pedestrian bridge and a 5-story building structure composed of partly adhesively bonded pultruded glass fiber–reinforced polymer (GFRP) profiles was ...
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    Contribution to Shear Wrinkling of GFRP Webs in Cell-Core Sandwiches 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005
    Author(s): Behzad D. Manshadi; Anastasios P. Vassilopoulos; Julia de Castro; Thomas Keller
    Publisher: American Society of Civil Engineers
    Abstract: Glass-fiber-reinforced polymer (GFRP) cell-core sandwiches are composed of outer GFRP face sheets, a foam core, and a grid of GFRP webs integrated into the core to reinforce the shear load capacity. One of the critical ...
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    Modeling of Buckling and Wrinkling Behavior in GFRP Plate and Sandwiches Subjected to Biaxial Compression–Tension Loading 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 004
    Author(s): Behzad D. Manshadi; Anastasios P. Vassilopoulos; Julia de Castro; Thomas Keller
    Publisher: American Society of Civil Engineers
    Abstract: A model for predicting the buckling and wrinkling behavior of glass-fiber-reinforced polymer (GFRP) plates and sandwich panels subjected to in-plane biaxial compression–tension loading is presented in this paper. In-plane ...
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    DSpace software copyright © 2002-2015  DuraSpace
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