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    Axial Compressive Behavior of Concrete-Encased CFST Stub Columns with High-Level Two-Stage Initial Stresses 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 012:;page 04022116
    Author(s): Bing Tu; Yao Li; Shunyao Cai
    Publisher: ASCE
    Abstract: Concrete-encased concrete-filled steel tube (CFST) is an innovative composite member that consists of the inner CFST components and an outer reinforcement concrete encasement. One increasing application scenario of ...
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    Mechanical State Assessment of In-Service Cable-Stayed Bridge Using a Two-Phase Model Updating Technology and Periodic Field Measurements 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 005
    Author(s): Huahuai Sun; Weizhen Chen; Shunyao Cai; Boshan Zhang
    Publisher: ASCE
    Abstract: An innovative two-phase model updating technique is developed to accurately assess the mechanical state of an in-service cable-stayed bridge. In the first stage, a sensitivity analysis is performed to select the updating ...
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    Influence of Bar Diameter on Low-Cycle Fatigue Degradation of Reinforcing Bars 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 004
    Author(s): Mohammad M. Kashani; Shunyao Cai; Sean A. Davis; Paul J. Vardanega
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the results of 120 low-cycle fatigue tests on steel reinforcing bars with varying slenderness ratios at varying strain amplitudes. The failure modes of the fractured bars were investigated through analysis ...
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