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    Tensile Behavior of Corroded Steel Bars at Elevated Temperatures 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 004:;page 04021028-1
    Author(s): Guangzhong Ba; Weiping Zhang; Jijun Miao
    Publisher: ASCE
    Abstract: Corroded steel bars frequently exist in concrete structures under chloride exposure conditions. Tensile behaviors of corroded steel bars at high temperatures are important in the fire-resistance evaluation of corroded ...
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    Mesoscopic Predictions of Cement Mortar Diffusivity by Analytical and Numerical Methods 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 004
    Author(s): Zhilu Jiang; Yunping Xi; Xianglin Gu; Qinghua Huang; Weiping Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to develop mesoscale models for predicting the diffusivity of cement mortar by numerical and analytical methods. The interfacial transition zone (ITZ) volume fraction was calculated by a ...
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    Experimental Study of Diffusivity of the Interfacial Transition Zone between Cement Paste and Aggregate 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 010
    Author(s): Zhilu Jiang; Qinghua Huang; Yunping Xi; Xianglin Gu; Weiping Zhang
    Publisher: American Society of Civil Engineers
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    Degradation of Mechanical Behavior of Corroded Prestressing Wires Subjected to High-Cycle Fatigue Loading 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 005
    Author(s): Xiguang Liu; Weiping Zhang; Xianglin Gu; Yanhong Zeng
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental investigation of the degradation of the mechanical behavior of corroded prestressing wires under high-cycle fatigue loading. To quantify the influence of corrosion degree, stress range, ...
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    Assessment of Fatigue Life for Corroded Reinforced Concrete Beams under Uniaxial Bending 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Weiping Zhang; Zhiwen Ye; Xianglin Gu; Xiguang Liu; Shibin Li
    Publisher: American Society of Civil Engineers
    Abstract: An understanding of how corrosion affects fatigue behavior of reinforced concrete (RC) structures is essential for lifetime-oriented maintenance and design of existing bridges. This paper covers an experimental investigation ...
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    Probability Distribution Model for Cross-Sectional Area of Corroded Reinforcing Steel Bars 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    Author(s): Weiping Zhang; Binbin Zhou; Xianglin Gu; Hongchao Dai
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of a probabilistic model for the cross-sectional area of corroded reinforcing steel bars (rebars), in order to assess the time-dependent reliability of corroded reinforced concrete (RC) ...
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    Mechanical Behavior of FRP-Strengthened Concrete Columns Subjected to Concentric and Eccentric Compression Loading 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 003
    Author(s): Xiaobin Song; Xianglin Gu; Yupeng Li; Tao Chen; Weiping Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a study on the mechanical behavior of concrete columns strengthened with fiber-reinforced polymer (FRP) and subjected to concentric and eccentric compression loading. A numerical analysis ...
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    Influence of Cracking on Heat Propagation in Reinforced Concrete Structures 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Guangzhong Ba; Jijun Miao; Weiping Zhang; Caiwei Liu
    Publisher: American Society of Civil Engineers
    Abstract: Seven beams, four columns, and two single-bay one-story frames have been recently designed in order to create different crack patterns and to investigate heat propagation in cracked reinforced concrete structures. Commercially ...
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    Experimental Investigation on Shear Fatigue Behavior of Reinforced Concrete Beams with Corroded Stirrups 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 002
    Author(s): Zhiwen Ye; Weiping Zhang; Xianglin Gu; Xiguang Liu
    Publisher: American Society of Civil Engineers
    Abstract: Stirrups in RC beams are more vulnerable to corrosion than longitudinal steel bars due to the thinner concrete cover, and the shear behavior may deteriorate faster than the flexural behavior under fatigue loading. An ...
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    Compressive Behavior of Longitudinally Cracked Timber Columns Retrofitted Using FRP Sheets 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Weiping Zhang; Xiaobin Song; Xianglin Gu; Hongyong Tang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a study on the compressive behavior of timber columns with longitudinal cracks. Material property tests and full-scale compression tests were conducted to investigate the failure modes ...
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