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    Nonlinear Deterioration Model for Bond Interfacial Fracture Energy of FRP-Concrete Joints in Moist Environments 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 001
    Author(s): Zhenyu Ouyang; Baolin Wan
    Publisher: American Society of Civil Engineers
    Abstract: This study proposed a bond mechanism based deterioration model of bond interfacial fracture energy for fiber-reinforced polymer (FRP)-concrete joints in moist environments. The bond interface region relative humidity (IRRH) ...
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    Modeling of Moisture Diffusion in FRP Strengthened Concrete Specimens 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 004
    Author(s): Zhenyu Ouyang; Baolin Wan
    Publisher: American Society of Civil Engineers
    Abstract: Modeling the movement and distribution of moisture in the fiber-reinforced polymer (FRP) composites strengthened concrete structure is important because the interfacial adhesion between FRP and concrete is susceptible to ...
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    Bond Behavior of FRP–Concrete in Presence of Intermediate Crack Debonding Failure 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): Tayyebeh Mohammadi; Baolin Wan; Kent A. Harries; Michael E. Sweriduk
    Publisher: American Society of Civil Engineers
    Abstract: An experimental and numerical program to investigate the behavior of intermediate crack (IC) debonding failure and the bond-slip relationship between the fiber-reinforced polymer (FRP) plates and concrete in FRP-strengthened ...
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    Critical Evaluation of Strain Measurements in Glass Fiber-Reinforced Polymer Bridge Decks 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 006
    Author(s): Keith Coogler; Kent A. Harries; Baolin Wan; Dimitris C. Rizos; Michael F. Petrou
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study of principal strains and deflections of glass fiber-reinforced polymer (GFRP) composite bridge deck systems is presented. The experimental results are shown to correlate well with those of an analytical ...
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    Investigation of Bond between Fiber Reinforced Polymer and Concrete Undergoing Global Mixed Mode I/II Loading 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 012
    Author(s): Baolin Wan; Michael A. Sutton; Michael F. Petrou; Kent A. Harries; Ning Li
    Publisher: American Society of Civil Engineers
    Abstract: A novel experimental method using modified double cantilever beam specimens and a customized test frame are introduced to evaluate bond characteristics and toughness of fiber reinforced polymer (FRP) composite overlays and ...
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    Behavior and Modeling of Circular Large Rupture Strain FRP-Confined Ice under Axial Compression 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 001:;page 04020076
    Author(s): Yanlei Wang; Guipeng Chen; Baolin Wan; Gaochuang Cai; Baoguo Han
    Publisher: ASCE
    Abstract: The application of concrete is severely limited in construction in cold areas. However, the local ice has functioned as a potential substitute for concrete for a long time. In order to make efficient use of ice to overcome ...
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