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    Energy-Based Fracture Criterion of Rock–Concrete Interface Considering Viscoelastic Characteristics 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 148 ):;issue: 002:;page 04021155
    Author(s): Wei Dong; Wenyan Yuan; Binsheng Zhang; Hong Zhong
    Publisher: ASCE
    Abstract: To investigate the fracture property of the rock–concrete interface after sustained loading, creep tests were conducted on composite rock–concrete beams with two mechanical grooving interfaces, 4×4 and 7×7 interfaces, under ...
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    Time-Dependent Fracture Behavior of Rock–Concrete Interface Coupling Viscoelasticity and Cohesive Stress Relaxation 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 002:;page 04022100-1
    Author(s): Wenyan Yuan; Wei Dong; Binsheng Zhang; Hong Zhong
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the time-dependent crack propagation of the rock–concrete interface under sustained loading. First, sustained loading tests were performed on the composite rock–concrete beams under three-point ...
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    Prediction on Crack Propagation of Concrete due to Time-Dependent Creep under High Sustained Loading 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 002:;page 04021451
    Author(s): Jie Li; Wei Dong; Binsheng Zhang; Xiangming Zhou
    Publisher: ASCE
    Abstract: To investigate the effects of sustained loading on crack propagation of concrete, three-point bending tests were conducted on prenotched concrete beam specimens under 90% and 95% of the ultimate load until failure. The ...
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    Embedment Properties of Self-Tapping Screws Loaded at Different Angles to the Grain 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001:;page 04024465-1
    Author(s): Bo-Han Xu; Shi-Yuan Jiao; Xiao-Lei Li; Binsheng Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The embedment properties including embedment strength and foundation modulus govern the load-carrying capacity and stiffness of timber joints with dowel-type fasteners. As the common fasteners, self-tapping screws (STSs) ...
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    Pull-Out Performance of Timber Joints with Glued-In Densified Wood Dowels 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008:;page 04023244-1
    Author(s): Bo-Han Xu; Kong-Bin Yu; Shi-Yuan Jiao; Yan-Hua Zhao; Binsheng Zhang
    Publisher: ASCE
    Abstract: Densified wood (DW) dowel is worth considering as an alternative to steel rod for timber joints with glued-in rods, because it is more naturally harmonized with timber members, and has better resistance against corrosion ...
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    Mechanical Properties of Adhesive-Free Cross-Laminated Timber 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022135
    Author(s): Bo-Han Xu; Sheng-Du Zhang; Yan-Hua Zhao; Abdelhamid Bouchaïr; Binsheng Zhang
    Publisher: ASCE
    Abstract: In order to reduce the use of adhesives, the development of adhesive-free engineered wood products is one of the research focuses in timber structures. This paper studies the mechanical properties of cross-laminated timber ...
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    Mechanical Behavior of Timber Joints with Laterally Loaded Multiple Densified Wood Dowels under the Loading Parallel to the Grain 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024128-1
    Author(s): Bo-Han Xu; Shi-Yuan Jiao; Xiang Liu; Abdelhamid Bouchaïr; Binsheng Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Aside from aesthetic appearance, recycling, ease of disassembly, decent resistance against corrosion, and no intense moisture condensing and thermal bridge, compared with steel fasteners, wooden fasteners also have the ...
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