Access the full text.
Sign up today, get DeepDyve free for 14 days.
Hui Peng, Jian-ren Zhang, Shouping Shang, Yang Liu, C. Cai (2016)
Experimental study of flexural fatigue performance of reinforced concrete beams strengthened with prestressed CFRP platesEngineering Structures, 127
(2010)
Study on durability of CFRP subjected to freeze-thaw cycling combined with sustained load
P. Huang, Hao Zhou, H.‐Y. Wang, Xinyan Guo (2011)
Fatigue lives of RC beams strengthened with CFRP at different temperatures under cyclic bending loadsFatigue & Fracture of Engineering Materials & Structures, 34
J. Cromwell, K. Harries, B. Shahrooz (2011)
Environmental durability of externally bonded FRP materials intended for repair of concrete structuresConstruction and Building Materials, 25
F. Oudah, R. El-Hacha (2013)
Research progress on the fatigue performance of RC beams strengthened in flexure using Fiber Reinforced PolymersComposites Part B-engineering, 47
S. Choi, Amber Gartner, Nathan Etten, H. Hamilton, E. Douglas (2012)
Durability of Concrete Beams Externally Reinforced with CFRP Composites Exposed to Various EnvironmentsJournal of Composites for Construction, 16
Dongyang Li, P. Huang, Guang Qin, Xiao-Hong Zheng, Xinyan Guo (2017)
Fatigue Crack Propagation Behavior of RC Beams Strengthened with CFRP under High Temperature and High Humidity EnvironmentInternational Journal of Polymer Science, 2017
Guang Qin, P. Huang, Hao Zhou, Xinyan Guo, Xiao-Hong Zheng (2016)
Fatigue and durability behavior of RC beams strengthened with CFRP under hot-wet environmentConstruction and Building Materials, 111
Xiliang Ning, Yining Ding, Fasheng Zhang, Yulin Zhang (2015)
Experimental study and prediction model for flexural: behavior of reinforced SCC beam containing steel fibersConstruction and Building Materials, 93
L. Daniel, A. Loukili (2002)
BEHAVIOR OF HIGH-STRENGTH FIBER-REINFORCED CONCRETE BEAMS UNDER CYCLIC LOADINGAci Structural Journal, 99
Jiawei Shi, Hong Zhu, Zhishen Wu, R. Seracino, Gang Wu (2013)
Bond Behavior between Basalt Fiber–Reinforced Polymer Sheet and Concrete Substrate under the Coupled Effects of Freeze-Thaw Cycling and Sustained LoadJournal of Composites for Construction, 17
The main structural members of bridges are served under vehicle loads and environment coupling action. Therefore, there is a need for an effective method which can be used to analysis fatigue behavior of bridge structural materials and members under coupling action of hot-wet environment and cyclic loads. In this paper, a hot-wet environment fatigue equation was proposed for describing the fatigue behavior of steel fiber polymer structural concrete (SFPSC) and reinforced concrete (RC) beams strengthened with carbon fiber reinforced polymer (CFRP), and the fatigue experiments under the coupling and uncoupling action of different hot-wet conditions and cyclic bending loads were carried out. The research results showed that the proposed hot-wet environmental fatigue equation was effective and feasible for predicting the fatigue lives and the fatigue limits of the structural material and members of the bridges.
Strength, Fracture and Complexity – IOS Press
Published: Mar 26, 2020
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.