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    Influence of Further Corrosion on Structural Behavior of Corroded Reinforced-Concrete Beam Strengthened with Steel Plate Using Different Strengthening Schemes 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 002
    Author(s): Huang Tang; Jianxin Peng; Jianren Zhang
    Publisher: ASCE
    Abstract: This paper presents the results of an experimental study investigating the mechanical behavior of corroded beams strengthened by three different strengthening schemes, and the influence of further corrosion on the structural ...
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    Microstructure Evolution and Corrosion Mechanisms of Q370qD Steel Following Different Heat Treatments 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005:;page 04025118-1
    Author(s): Ying Chai; Jianxin Peng; Jianren Zhang; George Vasdravellis
    Publisher: American Society of Civil Engineers
    Abstract: Bridge steel, frequently employed in cross-sea bridge construction, exhibits excellent weldability, superior strength, and toughness. The service life and stability of steel structures are influenced by the presence of ...
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    Influences of Time, Temperature, and Humidity on Chloride Diffusivity: Mesoscopic Numerical Research 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 011
    Author(s): Shouwang Hu; Jianxin Peng; Jianren Zhang; C. S. Cai
    Publisher: American Society of Civil Engineers
    Abstract: Chloride-induced corrosion of reinforcing steel bars has a big impact on the performance of reinforced concrete (RC) structures subjected to saline environments, and it is essential to understand how chloride ions ingress ...
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    Time-Dependent Behavior of Concrete-Filled Steel Tubular Arch Bridge 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 001
    Author(s): Xudong Shao; Jianxin Peng; Lifeng Li; Banfu Yan; Jianhua Hu
    Publisher: American Society of Civil Engineers
    Abstract: This paper develops a simplified method using a summation procedure and a related computer program to calculate the time-dependent behavior of a concrete filled steel tubular (CFST) arch bridge based on the geometric ...
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    Interface Shear Strength between Self-Compacting Concrete and Carbonated Concrete 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    Author(s): Xuhui Zhang; Wei Zhang; Yuming Luo; Lei Wang; Jianxin Peng; Jianren Zhang
    Publisher: ASCE
    Abstract: An experimental test is proposed to investigate the interface shear strength between carbonated concrete substrate and self-compacting concrete (SCC) overlay. Thirty-nine Z-type specimens consisting of two L-type concrete ...
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    Experimental Study of Shrinkage and Creep Behaviors of Low-Shrinkage and Low-Creep C60 High-Performance Concrete and Parameter Recommendations 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008:;page 04024218-1
    Author(s): Junyi Xiao; Jianxin Peng; C. S. Cai; Hanbing Bian; Jianren Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Concrete shrinkage and creep significantly affect the serviceability of bridges, especially long-span bridges. To investigate the long-term shrinkage and creep behaviors of low-shrinkage and low-creep C60 high-performance ...
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