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    Novel Composite Beam Element with Bond-Slip for Nonlinear Finite-Element Analyses of Steel/FRP-Reinforced Concrete Beams 

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Xiaoshan Lin; Y. X. Zhang
    Publisher: American Society of Civil Engineers
    Abstract: A new one-dimensional two-node layered composite beam element that accounts for the bond-slip between reinforcing bars and surrounding concrete is presented for nonlinear analysis of steel/fiber-reinforced polymer (FRP) ...
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    Nonlinear Finite Element Analyses of FRP-Strengthened Concrete Slabs under Fixed-Point Cyclic Loading 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 003
    Author(s): Xiaodan Teng; Y. X. Zhang
    Publisher: American Society of Civil Engineers
    Abstract: A finite element model denoted as FEM-C is developed in this paper for prediction of structural responses of fiber-reinforced polymer (FRP)–strengthened concrete slabs under fixed-point cyclic load. First, a finite element ...
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    Effect of Slip-Hardening Interface Behavior on Fiber Rupture and Crack Bridging in Fiber-Reinforced Cementitious Composites 

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 010
    Author(s): Ting Huang; Y. X. Zhang; Cheng Su; S. R. Lo
    Publisher: American Society of Civil Engineers
    Abstract: A generic crack bridging model for short fiber-reinforced cementitious composites is developed aiming to analytically account for fiber tensile rupture at the pullout stage and two-way fiber pullout induced by both the ...
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