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    Experimental and Numerical Study on Mixed Mode I-II Fatigue Crack Propagation in Concrete 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 009:;page 04022044
    Author(s): Mengdi Jia; Zhimin Wu; Rena C. Yu; Xiaoxin Zhang
    Publisher: ASCE
    Abstract: To ensure the safety of concrete structures under fatigue loading, the fatigue crack propagation in concrete needs to be evaluated accurately. In this paper, a numerical method for mixed mode I-II fatigue crack propagation ...
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    Experimental Study of Combined Size and Strain Rate Effects on the Fracture of Reinforced Concrete 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 008
    Author(s): X. X. Zhang; G. Ruiz; Rena C. Yu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents very recent results of an experimental program aimed at disclosing size and strain rate effects on the fracture behavior of reinforced concrete beams. Thirty-six reinforced beams made from two microconcretes ...
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    Bond Behavior of Deformed Bars in Self-Compacting Lightweight Aggregate Concrete at Early Ages 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002:;page 04020460-1
    Author(s): Zhimin Wu; Xiaoxin Zhang; Zhuo Ma; Xinru Li; Rena C. Yu
    Publisher: ASCE
    Abstract: Self-compacting lightweight aggregate concrete (SCLC) has attracted growing attention because of its self-compacting performance and good workability, thus the mechanical properties of SCLC and the structural performances ...
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    Bond Behavior of Deformed Bars in Self-Compacting Lightweight Aggregate Concrete Subjected to Lateral Tensions 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 009
    Author(s): Tao Jiang; Zhimin Wu; Hailong Ye; Xiaodong Fei; Rena C. Yu
    Publisher: American Society of Civil Engineers
    Abstract: The bond performance of reinforcing bars to concrete, an indispensable factor in designing reinforced concrete structures, is deeply influenced by the stress states of surrounding concrete. In recent decades, although ...
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