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    Bond Deterioration between Corroded Reinforcing Bars with Variable Diameters and Concrete at Elevated Temperatures 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 010:;page 04023129-1
    Author(s): Caiwei Liu; Liangtai Yan; Jianxin Zheng; Jijun Miao; Yanchun Liu
    Publisher: ASCE
    Abstract: The fire resistance of corroded reinforced concrete has attracted extensive attention, mainly due to the frequent occurrence of fires in old structures. However, using the postfire bond strength to predict structural ...
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    Experimental Study on Dynamic Bond Behavior between Reinforcement and Concrete under Fire 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 006:;page 04024140-1
    Author(s): Caiwei Liu; Ziwen Qiu; Shilong Zhang; Liangtai Yan; Jijun Miao; Chunying Zheng
    Publisher: ASCE
    Abstract: Bond failure is a crucial element in ascertaining the failure mechanisms of reinforced concrete (RC) structures. The investigation pertaining to the dynamic loading’s impact on bond efficacy remains a lacuna within scholarly ...
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    Experimental Evaluation of Bond Behavior between Corroded Reinforcing Bars and Concrete under Elevated Temperatures 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008:;page 04023269-1
    Author(s): Caiwei Liu; Liangtai Yan; Guangzhong Ba; Jijun Miao; Yanchun Liu
    Publisher: ASCE
    Abstract: The bond performance of corroded reinforced concrete (RC) subjected to fire has a significant influence on evaluating the structural load-bearing capacity and early warning for structure collapse. However, the bond ...
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