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    Size Effect on Nominal Strength of Lightweight and Normal Concrete-Filled Steel Tube Columns under Axial Compression: Mesoscale Simulations 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author(s): Liu Jin; Huiming Chen; Lingling Fan; Ping Li; Xiuli Du
    Publisher: ASCE
    Abstract: With the devolvement of large-span structures and super high-rise buildings, lightweight aggregate concrete (LWAC) materials have been widely utilized. The main content of this work is to explore the failure and size effect ...
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    Mesoscale Modeling and Simulation of Size-Dependent Shear Response of Rectangular CFRP-Confined RC Columns 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 001:;page 04023075-1
    Author(s): Lingling Fan; Liu Jin; Ou Zhao; Ping Li; Jian Liang; Xiuli Du
    Publisher: ASCE
    Abstract: Reinforced concrete (RC) columns are prone to shear failure under seismic loads, particularly in the case of short columns. However, this brittle failure may have more adverse effects on large-sized columns. To address ...
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    Size Effect on Compressive Strength of GFRP-Confined Concrete Columns: Numerical Simulation 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 005
    Author(s): Liu Jin; Xiurong Li; Lingling Fan; Xiuli Du
    Publisher: ASCE
    Abstract: The available researches on concrete columns confined with fiber-reinforced polymer (FRP) laminates have not comprehensively addressed the size effect. In this study, a three-dimensional mesoscale simulation approach that ...
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