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    Fatigue Behavior and Prediction of NSM CFRP-Strengthened Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Cheng Chen; Lijuan Cheng
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a total of 16 reinforced concrete beams (dimensions of 203×305×3,861  mm) strengthened with near-surface mounted (NSM) carbon fiber reinforced polymer (CFRP) rods and strips were tested under four-point ...
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    Predicting Flexural Fatigue Performance of RC Beams Strengthened with Externally Bonded FRP due to FRP Debonding 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 011
    Author(s): Cheng Chen; Lijuan Cheng
    Publisher: American Society of Civil Engineers
    Abstract: In this study, an analytical model is proposed to predict the flexural fatigue behavior of reinforced concrete (RC) beams strengthened with externally bonded (EB) fiber-reinforced polymer (FRP) laminates due to FRP debonding. ...
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    Fatigue Bond Characteristics and Degradation of Near-Surface Mounted CFRP Rods and Strips in Concrete 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Cheng Chen; Lijuan Cheng
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the bond characteristics and degradation under fatigue loading of near-surface mounted (NSM) carbon-fiber-reinforced polymer (CFRP) rods and strips embedded in concrete. Thirty-six concrete block ...
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    Modeling of Interior Ballistic Gas Solid Flow Using a Coupled Computational Fluid Dynamics Discrete Element Method 

    Source: Journal of Applied Mechanics:;2013:;volume( 080 ):;issue: 003:;page 31403
    Author(s): Cheng, Cheng; Zhang, Xiaobing
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In conventional models for twophase reactive flow of interior ballistic, the dynamic collision phenomenon of particles is neglected or empirically simplified. However, the particle collision between particles may play an ...
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    Fatigue Bond Characteristics and Degradation of Near-Surface Mounted CFRP Rods and Strips in Concrete 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Cheng Chen; Lijuan Cheng
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the bond characteristics and degradation under fatigue loading of near-surface mounted (NSM) carbon-fiber-reinforced polymer (CFRP) rods and strips embedded in concrete. Thirty-six concrete block ...
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    Cohesive Model-Based Approach for Fatigue Life Prediction of Reinforced-Concrete Structures Strengthened with NSM FRP 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002
    Author(s): Cheng Chen; Lijuan Cheng
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a fatigue-life prediction model of reinforced concrete beams strengthened with near-surface mounted (NSM) fiber-reinforced polymer (FRP) composite rods under flexure. This model is based on the ...
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    Fatigue Behavior and Prediction of NSM CFRP-Strengthened Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Cheng Chen; Lijuan Cheng
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a total of 16 reinforced concrete beams (dimensions of
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    Optimizing Speed Limits Upstream of Freeway Reconstruction and Expansion Work Zones Based on Driver Characteristics 

    Source: Journal of Transportation Engineering, Part A: Systems:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Guozhu Cheng; Rui Cheng
    Publisher: ASCE
    Abstract: Traffic incidents occurring in freeway work zones mainly include rear-end accidents and roadside accidents, as well as collisions between vehicles and traffic facilities and construction personnel. Speeding is the key ...
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    Single Crack–Based Model for FRP Shear-Strengthened RC Beams 

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 004
    Author(s): Cheng Chen; Lijuan Cheng
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a single crack–based model is proposed for predicting the contribution of fiber-reinforced polymer (FRP) reinforcement to the shear resistance of FRP shear-strengthened reinforced concrete beams. This critical ...
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    Measurement of the Axial Residual Stresses Using the Initial Strain Approach 

    Source: Journal of Engineering Materials and Technology:;2000:;volume( 122 ):;issue: 001:;page 135
    Author(s): Weili Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Traditionally, the unknown variables to be estimated in residual stress measurement are based on the approximation of the stresses. In this paper an alternative approach is presented, in which ...
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