Cohesive Model-Based Approach for Fatigue Life Prediction of Reinforced-Concrete Structures Strengthened with NSM FRP-Reference-Cited by-同舟云学术

Cohesive Model-Based Approach for Fatigue Life Prediction of Reinforced-Concrete Structures Strengthened with NSM FRP

Published:2014-04 Issue:2 Volume:18 Page:04013042
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Chen Cheng¹,Cheng Lijuan²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of California, One Shields Ave., Davis, CA 95616.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, One Shields Ave., Davis, CA 95616 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000446

Reference46 articles.

1. Fatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders

2. Bond analysis of corroded reinforced concrete beams under monotonic and fatigue loads

3. American Concrete Institute (ACI). (1992). “Considerations for design of concrete structures subjected to fatigue loading.” ACI 215R-92.

4. American Concrete Institute (ACI). (2012). “Guide test methods for fiber reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-12 Farmington Hills MI.

5. ASCE. (2013). 2013 report card for America’s infrastructure Reston VA.

Cited by 16 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Quantifying fatigue damage in reinforced concrete beams through piezomagnetic effect: A fatigue-magnetomechanical coupling approach;Structures;2024-04

2. Fatigue performance of prefabricated composite T‐beams under cyclic overloading: An experimental study;Structural Concrete;2023-12-15

3. Analytical method for predicting mode I crack propagation process of concrete under low-cycle fatigue loading;Engineering Fracture Mechanics;2023-06

4. Assessment of Diagonal Macrocrack-Induced Debonding Mechanisms in FRP-Strengthened RC Beams;Journal of Composites for Construction;2022-10

5. Tension-softening constitutive relation and numerical simulation method for mode I fatigue crack propagation in concrete;International Journal of Fracture;2022-08-04