scholarly journals Behaviour model and experimental study for the torsion of reinforced concrete members

2006 ◽  
Author(s):  
C. E. Chalioris
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Members

An experimental study of crack development in flexural reinforced concrete members

2017 ◽  
Author(s):  
Annette Beedholm Rasmussen ◽  
Bjarke Würtz Sørensen ◽  
Mikkel Skov ◽  
Peter Kolt Rasmussen ◽  
Lars Germa Hagsten
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Crack Development ◽  
Concrete Members

scholarly journals Experimental study on the durability of the reinforced concrete members covered with surface lining

2002 ◽  
Vol 5 ◽  
pp. 935-944
Author(s):  
Hiroshi Onishi ◽  
Hiroshige Moriya ◽  
Yukio Umehara ◽  
Shigeyuki Matsui
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Members

scholarly journals Prepared experimental study for durability verification of FRP reinforced concrete members

2021 ◽  
Vol 1209 (1) ◽  
pp. 012055
Author(s):  
S Blaho ◽  
K Gajdošová
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Structures ◽  
High Strength ◽  
Bending Test ◽  
Reinforced Concrete Structures ◽  
Reinforced Polymers ◽  
Concrete Members ◽  
Four Point Bending

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.

An Experimental Study on the Size Effect of Reinforced Concrete Members with Stirrups using Recycled Coarse Aggregates

2017 ◽  
Vol 34 (2) ◽  
pp. 188-198
Author(s):  
Ho-Kyung Lee ◽  
Hyo-Myeong Gong ◽  
Seung-Min Baek ◽  
Woo-Suk Kim ◽  
Yoon-Keun Kwak
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Size Effect ◽  
Coarse Aggregates ◽  
Concrete Members
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