An experimental study of crack development in flexural reinforced concrete members

Author(s):  
Annette Beedholm Rasmussen ◽  
Bjarke Würtz Sørensen ◽  
Mikkel Skov ◽  
Peter Kolt Rasmussen ◽  
Lars Germa Hagsten
2002 ◽  
Vol 5 ◽  
pp. 935-944
Author(s):  
Hiroshi Onishi ◽  
Hiroshige Moriya ◽  
Yukio Umehara ◽  
Shigeyuki Matsui

2021 ◽  
Vol 1209 (1) ◽  
pp. 012055
Author(s):  
S Blaho ◽  
K Gajdošová

Abstract Major advantage of fibre reinforced polymers (FRPs) is their high strength and low weight to strength ratio. These are also the main reasons for a choice for this material in the process of design of reinforced concrete structures. Since there is no corrosion of FRP, this reinforcement could be strongly recommended for concrete reinforcement in aggressive environment. Till today there is no sufficient knowledge of long-term behaviour of FRP-reinforced concrete structures. Design codes give low utilization capacity of FRP materials and are not supposed to be correct according to the real behaviour in a few experiments of last decades. Reduction factors limit the mechanical properties in the range from 0.95 for CFRP to 0.5 for GFRP. In the paper there is presented a prepared and today realized long-term experimental study based on four point bending test on simply supported concrete beams reinforced with GFRP reinforcement.


2017 ◽  
Vol 34 (2) ◽  
pp. 188-198
Author(s):  
Ho-Kyung Lee ◽  
Hyo-Myeong Gong ◽  
Seung-Min Baek ◽  
Woo-Suk Kim ◽  
Yoon-Keun Kwak

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