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    Strain Rate and Temperature Effects on the Dynamic Tensile Behaviors of Basalt Fiber Bundles and Reinforced Polymer Composite 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 010
    Author(s): Yunfu Ou; Deju Zhu; Hang Li
    Publisher: American Society of Civil Engineers
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    Dynamic Tensile Testing of Kevlar 49 Fabrics 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 003
    Author(s): Deju Zhu; Barzin Mobasher; Subramaniam D. Rajan
    Publisher: American Society of Civil Engineers
    Abstract: Measurement of deformation history during a high-speed mechanical test plays an important role in establishing the dynamic behavior of materials. Traditional strain measuring techniques such as extensometers and strain ...
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    Effects of Loading Rate and Temperature on Pullout Response of Basalt Textile–Reinforced Concrete 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 008
    Author(s): Sai Liu; Deju Zhu; Yiming Yao; Caijun Shi
    Publisher: ASCE
    Abstract: The pullout response of basalt textile embedded in cementitious matrix specimens was investigated under different loading rates and temperatures. Two types of specimens, basalt single yarn and basalt textile, were tested. ...
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    Shear Behavior of Seawater–Sea Sand Concrete Beams Reinforced with BFRP Bars and Stirrups 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 002:;page 04023077-1
    Author(s): Baoqiang Liao; Yunxing Du; Rui Zhou; Md Zillur Rahman; Deju Zhu
    Publisher: ASCE
    Abstract: The shear behavior of basalt fiber–reinforced polymer-reinforced seawater–sea sand concrete (BFRP-SSC) beams was investigated experimentally. The effects of several factors, including stirrup diameters (8, 10, and 12 mm), ...
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    Dynamic Flexural Behaviors of AR-Glass Textile–Reinforced Concrete after Exposure to Elevated Temperatures 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012:;page 04023453-1
    Author(s): Anling Li; Deju Zhu; Barzin Mobasher; Yunfu Ou; Shuaicheng Guo
    Publisher: ASCE
    Abstract: Textile-reinforced concrete (TRC) is used widely in thin-walled structures due to its unique construction characteristics and superior mechanical properties. However, previous studies of the dynamic flexural properties of ...
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    Tensile Behaviors of Basalt, Carbon, Glass, and Aramid Fabrics under Various Strain Rates 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 009
    Author(s): Yiming Yao; Deju Zhu; Huaian Zhang; Gaosheng Li; Barzin Mobasher
    Publisher: American Society of Civil Engineers
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    Characterization of Dynamic Tensile Testing Using Aluminum Alloy 6061-T6 at Intermediate Strain Rates 

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 010
    Author(s): Deju Zhu; Barzin Mobasher; S. D. Rajan; Pedro Peralta
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic tensile tests are conducted on aluminum alloy (AA) 6061-T6 using a high-speed servohydraulic machine at intermediate strain rates to validate the testing technique and to investigate the strain-rate effect on the ...
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    Seasonal Frost Effects on the Soil–Foundation–Structure Interaction System 

    Source: Journal of Cold Regions Engineering:;2007:;Volume ( 021 ):;issue: 004
    Author(s): Zhaohui Joey Yang; Utpal Dutta; Deju Zhu; Elmer Marx; Niren Biswas
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of more than one year’s monitoring efforts and analysis of the effects of environmental variables on the dynamic properties of a selected bridge in Anchorage, Alaska. A seismic monitoring ...
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    Flexural Performance of Basalt Textile-Reinforced Concrete with Pretension and Short Fibers 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 003
    Author(s): Hang Li; Sai Liu; Gaosheng Li; Yiming Yao; Caijun Shi; Yunfu Ou; Deju Zhu
    Publisher: ASCE
    Abstract: The flexural behavior of basalt textile-reinforced concrete (BTRC) with and without pretension and with one of two types of short fibers was investigated using an instrumental four-point bending test under quasi-static ...
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