scholarly journals SHEAR TRANSFER MECHANISM IN SMOOTH CRACKS OF ULTRA-HIGH-STRENGTH REINFORCED CONCRETE MEMBERS

2007 ◽  
Vol 72 (618) ◽  
pp. 183-190 ◽  
Author(s):  
Yasuji SHINOHARA ◽  
Hiroyuki SAITO ◽  
Shizuo HAYASHI
Keyword(s):  
Reinforced Concrete ◽  
High Strength ◽  
Transfer Mechanism ◽  
Shear Transfer ◽  
Concrete Members

scholarly journals EFFECT OF BOND PERFORMANCE ON SHEAR TRANSFER MECHANISM IN REINFORCED CONCRETE MEMBERS

2003 ◽  
Vol 68 (564) ◽  
pp. 103-108 ◽  
Author(s):  
Seijiro IIDA ◽  
Masayuki HAMAHARA ◽  
Hiromitsu SUETSUGU ◽  
Tsuyoshi FUKUI
Keyword(s):  
Reinforced Concrete ◽  
Transfer Mechanism ◽  
Shear Transfer ◽  
Bond Performance ◽  
Concrete Members

Mechanical Characterization of Normal and High-Strength Steel Bars in Reinforced Concrete Members under Fire

2020 ◽  
Vol 146 (7) ◽  
pp. 04020110 ◽  
Author(s):  
Spencer E. Quiel ◽  
Christopher H. Irwin ◽  
Clay J. Naito ◽  
Natasha Vermaak
Keyword(s):  
Reinforced Concrete ◽  
High Strength Steel ◽  
Mechanical Characterization ◽  
High Strength ◽  
Concrete Members ◽  
Steel Bars

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.

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