Fatigue Performance of Furfuryl Alcohol Resin Fiber-Reinforced Polymer for Structural Rehabilitation

2020 ◽  
Vol 24 (3) ◽  
pp. 04020012
Author(s):  
Kenneth Mak ◽  
Amir Fam
2012 ◽  
Vol 174-177 ◽  
pp. 1060-1066
Author(s):  
Hai Yang Wang ◽  
Pei Yan Huang ◽  
Xiao Hong Zheng ◽  
Xin Yan Guo

To discover the fatigue behavior and durability of the new type fiber concrete named “steel fiber reinforced polymer high strength concrete (SFPHC)”, considering climatic conditions in Guangdong Province, using research method of theoretical analysis combined with experimental study, thermal fatigue behavior of SFPHC used in bridge superstructure in three different temperatures (20°C,50°C,80°C) is discussed and compared with concrete C60 which has similar static mechanical properties at room temperature. The results show that the thermal fatigue performance of SFPHC can be described effectively with the proposed computing formula, and the fatigue performance has been greatly enhanced compared with the C60 concrete.


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