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    Fracture Mechanisms of Rock-Concrete Interface: Experimental and Numerical 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Wei Dong; Zhimin Wu; Xiangming Zhou
    Publisher: American Society of Civil Engineers
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    Effect of Circumferentially Nonuniform Lateral Tension on Bond Behavior between Plain Round Bars and Concrete: Analytical Study 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 012
    Author(s): Xue Zhang; Jinping Ou; Zhimin Wu
    Publisher: American Society of Civil Engineers
    Abstract: The bond behavior between a plain bar and concrete has received more attention in recent years because of its importance in the assessment of historical structures. The negative effect of lateral tension on the bond ...
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    Study on the Average Fracture Energy for Crack Propagation in Concrete 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 006
    Author(s): Shilang Xu; Yanhua Zhao; Zhimin Wu
    Publisher: American Society of Civil Engineers
    Abstract: Fracture energy represents the average total energy consumption during a complete crack propagation process. The use of one fracture property, the RILEM fracture energy, on its own is not sufficient to characterize the ...
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    Variation of Fracture Energy Dissipation along Evolving Fracture Process Zones in Concrete 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 008
    Author(s): Yanhua Zhao; Shilang Xu; Zhimin Wu
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the fracture energy properties over ligament length for crack propagation process accompanied by fracture process zone (FPZ) advancement. Local fracture energy as well as its average value along the ...
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    Early-Age Bond Behavior of Deformed Bars in Concrete Subjected to Bilateral Pressures 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008:;page 04023235-1
    Author(s): Wenming Li; Zhimin Wu; Yanjie Wang; Qi Cao
    Publisher: ASCE
    Abstract: In RC structures during construction, the bond behavior of deformed bars in concrete is governed by the age-related concrete strength, the local confining pressure, the bar diameter, and the concrete cover thickness. In ...
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    Experimental and Numerical Study on Mixed Mode I-II Fatigue Crack Propagation in Concrete 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 009:;page 04022044
    Author(s): Mengdi Jia; Zhimin Wu; Rena C. Yu; Xiaoxin Zhang
    Publisher: ASCE
    Abstract: To ensure the safety of concrete structures under fatigue loading, the fatigue crack propagation in concrete needs to be evaluated accurately. In this paper, a numerical method for mixed mode I-II fatigue crack propagation ...
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    Bond-Slip Response of Plain Bars Embedded in Self-Compacting Lightweight Aggregate Concrete under Lateral Tensions 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 009
    Author(s): Tao Jiang; Xue Zhang; Zhimin Wu; Minahna Mohamed Abdellahi
    Publisher: American Society of Civil Engineers
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    Closure to “Experimental Study on Bond Behavior of Deformed Bars Embedded in Concrete Subjected to Biaxial Lateral Tensile Compressive Stresses” by Xue Zhang, Zhimin Wu, Jianjun Zheng, Yu Hu, and Qingbin Li 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 007
    Author(s): Xue Zhang; Zhimin Wu; Jianjun Zheng; Yu Hu; Qingbin Li
    Publisher: American Society of Civil Engineers
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    Behavior of FRP-Steel Confined Concrete Tubular Columns Made of Expansive Self-Consolidating Concrete under Axial Compression 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): Qi Cao; Jinju Tao; Zhimin Wu; Zhongguo John Ma
    Publisher: American Society of Civil Engineers
    Abstract: A total of 32 fiber-reinforced polymer (FRP) confined concrete columns are manufactured and tested under axial compression including 8 FRP-confined solid columns (FCSCs), 4 FRP-confined concrete-filled steel tube columns ...
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    Crack Extension Resistance Curve of Concrete Considering Variation of FPZ Length 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 005
    Author(s): Feng Xu; Zhimin Wu; Jianjun Zheng; Yanhua Zhao; Kang Liu
    Publisher: American Society of Civil Engineers
    Abstract: Owing to its importance in evaluating the fracture behavior of concrete, the crack extension resistance curve of concrete has been widely studied, both experimentally and theoretically. In this paper, a numerical approach ...
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