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    Mechanics of Damage and Constitutive Relationships for High-Strength Concrete in Triaxial Compression 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 001
    Author(s): Qingbin Li; Farhad Ansari
    Publisher: American Society of Civil Engineers
    Abstract: A constitutive relationship for high-strength concrete (6 to 15 ksi) is developed based on the continuum damage mechanics. The bounding surface concept was employed in the formulations of the theoretical model. A comprehensive ...
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    Concrete Deterioration Mechanisms under Combined Sulfate Attack and Flexural Loading 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 001
    Author(s): Rundong Gao; Qingbin Li; Shunbo Zhao
    Publisher: American Society of Civil Engineers
    Abstract: The deterioration mechanisms of sulfate attack on concrete under sustained loading and wet-dry cycling were investigated based on micro and macroobservations. The mass fraction of sodium sulfate solution was 6.9%. Three ...
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    Comparison between Mechanical Properties of Dam and Sieved Concretes 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 004
    Author(s): Zongcai Deng; Qingbin Li; Hua Fu
    Publisher: American Society of Civil Engineers
    Abstract: This technical note presents the behavior of dam and sieved concretes in uniaxial tension and compression together with the effects of curing age on large size specimens of
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    Closure to “Experimental Study on Bond Behavior of Deformed Bars Embedded in Concrete Subjected to Biaxial Lateral Tensile Compressive Stresses” by Xue Zhang, Zhimin Wu, Jianjun Zheng, Yu Hu, and Qingbin Li 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 007
    Author(s): Xue Zhang; Zhimin Wu; Jianjun Zheng; Yu Hu; Qingbin Li
    Publisher: American Society of Civil Engineers
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    Fracture and Tension Properties of Roller Compacted Concrete Cores in Uniaxial Tension 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 005
    Author(s): Qingbin Li; Fude Zhang; Wencui Zhang; Lichen Yang
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the behavior of roller compacted concrete (RCC) cores in uniaxial tension cored from a practical RCC dam. Properties included are tensile strength, peak strain, modulus of elasticity, fracture energy, ...
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    Experimental Study on the Bond Behavior of Reinforcing Bars Embedded in Concrete Subjected to Lateral Pressure 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 001
    Author(s): Feng Xu; Zhimin Wu; Jianjun Zheng; Yu Hu; Qingbin Li
    Publisher: American Society of Civil Engineers
    Abstract: Owing to its importance in the design and assessment of steel-reinforced concrete structures, the bond behavior of reinforcing bars embedded in concrete has been widely investigated. In this paper, 91 specimens were cast ...
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    Experimental Study on Bond Behavior of Deformed Bars Embedded in Concrete Subjected to Biaxial Lateral Tensile Compressive Stresses 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    Author(s): Xue Zhang; Zhimin Wu; Jianjun Zheng; Yu Hu; Qingbin Li
    Publisher: American Society of Civil Engineers
    Abstract: The bond behavior of deformed reinforcing bars, which is important to the assessment and design of reinforced concrete structures, is greatly influenced by the stress state in concrete. Because the effect of biaxial lateral ...
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    Bond Behavior of Plain Round Bars Embedded in Concrete Subjected to Biaxial Lateral Tensile-Compressive Stresses 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Zhimin Wu; Xue Zhang; Jianjun Zheng; Yu Hu; Qingbin Li
    Publisher: American Society of Civil Engineers
    Abstract: Owing to its importance to the assessment and design of reinforced concrete structures, the bond behavior of steel bars in concrete has been extensively studied. This paper presents an experimental investigation into the ...
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    Smart Monitoring of a Super High Arch Dam during the First Reservoir-Filling Phase 

    Source: Journal of Aerospace Engineering:;2017:;Volume ( 030 ):;issue: 002
    Author(s): Qingbin Li; Zheng Zuo; Yu Hu; Guohe Liang
    Publisher: American Society of Civil Engineers
    Abstract: The structural behavior during the first reservoir-filling phase is significant for evaluating a super high arch dam’s safety. This paper presents an in situ monitoring network of the Xiluodu Dam in Yunnan, China, including ...
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    Behavior of Concrete Driven by Uniaxially Embedded Shape Memory Alloy Actuators 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 006
    Author(s): Zongcai Deng; Qingbin Li; Anquan Jiu; Lei Li
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of a concrete specimen uniaxially embedded with a shape memory alloy (SMA) wire actuated by electrical current is studied in this paper. The main factors influencing the axial strain of the concrete specimen ...
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