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    Mixed-Mode Debonding Behavior between CFRP Plates and Concrete under Fatigue Loading 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021055-1
    Author(s): Wei Zhang; Zhanzhan Tang; Yan Yang; Jiangang Wei; Pospíšil Stanislav
    Publisher: ASCE
    Abstract: The cohesive zone model (CZM), which is capable of simulating the behavior of adhesively bonded joints subjected to static and fatigue loading, is widely accepted. In this study, fatigue peeling/shear of RC with externally ...
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    Assessment of FRP–Concrete Interfacial Debonding with Coupled Mixed-Mode Cohesive Zone Model 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 002:;page 04021002-1
    Author(s): Wei Zhang; Zhanzhan Tang; Yan Yang; Jiangang Wei
    Publisher: ASCE
    Abstract: External bonding (EB) of fiber–reinforced polymer (FRP) laminates has emerged as a popular method to strengthen reinforced concrete (RC) structures. The premature failure of these structures is induced by debonding across ...
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    Equivalent Beam-Column Method to Estimate In-Plane Critical Loads of Parabolic Fixed Steel Arches 

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 005
    Author(s): Jiangang Wei; Qingxiong Wu; Baochun Chen; Ton-Lo Wang
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this paper is to investigate the characteristics of critical loads for parabolic fixed steel tubular arches. An advanced nonlinearity finite-element program, taking into account the geometric and material ...
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    Experimental Behavior and Design of High-Strength Circular Concrete-Filled Steel Tube Short Columns 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Jiangang Wei; Xia Luo; Zhichao Lai; Amit H. Varma
    Publisher: ASCE
    Abstract: This paper investigates the behavior of high-strength circular concrete-filled steel tube (CFST) short columns. An experimental database consisting of 87 tests conducted on high-strength circular CFST short columns was ...
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