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Nonlinear Deterioration Model for Bond Interfacial Fracture Energy of FRP-Concrete Joints in Moist Environments
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) ...
Modeling of Moisture Diffusion in FRP Strengthened Concrete Specimens
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 ...
Bond Behavior of FRP–Concrete in Presence of Intermediate Crack Debonding Failure
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 ...
Critical Evaluation of Strain Measurements in Glass Fiber-Reinforced Polymer Bridge Decks
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 ...
Investigation of Bond between Fiber Reinforced Polymer and Concrete Undergoing Global Mixed Mode I/II Loading
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 ...
Behavior and Modeling of Circular Large Rupture Strain FRP-Confined Ice under Axial Compression
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 ...