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RISFatigue Behavior and Prediction of NSM CFRP-Strengthened Reinforced Concrete Beams
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 ...
Predicting Flexural Fatigue Performance of RC Beams Strengthened with Externally Bonded FRP due to FRP Debonding
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. ...
Fatigue Bond Characteristics and Degradation of Near-Surface Mounted CFRP Rods and Strips in Concrete
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 ...
Fatigue Bond Characteristics and Degradation of Near-Surface Mounted CFRP Rods and Strips in Concrete
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 ...
Cohesive Model-Based Approach for Fatigue Life Prediction of Reinforced-Concrete Structures Strengthened with NSM FRP
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 ...
Fatigue Behavior and Prediction of NSM CFRP-Strengthened Reinforced Concrete Beams
Publisher: American Society of Civil Engineers
Abstract: In this study, a total of 16 reinforced concrete beams (dimensions of
Single Crack–Based Model for FRP Shear-Strengthened RC Beams
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 ...
Shear Strengthening of Corroded RC Beams Using UHPC–FRP Composites
Publisher: ASCE
Abstract: In this paper, ultrahigh-performance concrete (UHPC) combined with fiber-reinforced polymer (FRP) composites is proposed for the shear strengthening of corroded reinforced concrete (RC) beams. The UHPC–FRP composites are ...
Comparison of Magnetorheological Damper Models through Parametric Uncertainty Analysis Using Generalized Likelihood Uncertainty Estimation
Publisher: ASCE
Abstract: Magnetorheological (MR) dampers provide a viable alternative for vibration control of structures subjected to external excitations. Realistic modeling of MR dampers is critical for control development and structural design. ...
Development of Direct Integration Algorithms for Structural Dynamics Using Discrete Control Theory
Publisher: American Society of Civil Engineers
Abstract: In structural dynamics, integration algorithms are often used to obtain the solution of temporally discretized equations of motion at selected time steps. Various time integration algorithms have been developed in the time ...