Experimental study on the rate-dependency of reinforced concrete structures using slow and real-time hybrid simulations

2017 ◽  
Vol 132 ◽  
pp. 648-658 ◽  
Author(s):  
Yunbyeong Chae ◽  
Minseok Park ◽  
Chul-Young Kim ◽  
Young Suk Park
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Real Time ◽  
Concrete Structures ◽  
Reinforced Concrete Structures ◽  
Rate Dependency ◽  
Hybrid Simulations

Acoustic Emission Parameters Dependence on the Destruction Process Characteristics into Concrete

2006 ◽  
Vol 13-14 ◽  
pp. 201-204
Author(s):  
Sergey V. Elizarov ◽  
A.L. Alyakritsky ◽  
A.I. Sagaidak
Keyword(s):  
Experimental Study ◽  
Acoustic Emission ◽  
Reinforced Concrete ◽  
Real Time ◽  
Concrete Structures ◽  
Reinforced Concrete Structures ◽  
Destruction Process ◽  
Spectral Parameters ◽  
Process Characteristics ◽  
New Generation

Acoustic emission (AE) techniques are extensively applied to a variety of fields including civil engineering. Now a new generation of AE techniques, which are able to register and process AE data in real-time, has appeared. Still, there exist some problems to correctly interpreting these data and to completely understand the meaning of AE parameters. In order to solve this, several AE waveform and spectral parameters are investigated, based on an experimental study of concrete and reinforced concrete structures.

Experimental Study of Concrete Class Influence on Cracks Spacing

2014 ◽  
Vol 600 ◽  
pp. 558-568
Author(s):  
Omar Zorkane ◽  
Farid Chalah ◽  
Lila Chalah-Rezgui ◽  
Abderrahim Bali ◽  
Mohamed Nadib Oudjit
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Phase Ii ◽  
Normal State ◽  
Limit State ◽  
Concrete Structures ◽  
Reinforced Concrete Structures ◽  
Limit States ◽  
Continuous Beams ◽  
Real Size

The aim of this work is to study the cracking of reinforced concrete continuous beams by considering different classes of concrete. It is well known that the design of reinforced concrete structures includes three limit states (limit state of collapse, limit state of strain and limit state of cracking). The cracks in reinforced concrete structures are admitted in the phase II (cracked sections). Thus, the phenomenon of cracks formation can be treated as a normal state only when their openings are limited to avoid a permanent risk of collapse and ensure durability for the civil engineering concrete structures. The importance of this work is described by the tests made on reinforced concrete continuous beams in real size, under concentrated loads increasing from zero up to collapse, where the concrete class influence on the cracks spacing has been studied. As this wasnt theoretically investigated, the used references for an aim comparison were relative to experimentations made by Monnier and Kuczynski on an only one concrete class to the cracks openings and the spacing evaluation analysis The findings of the research reported in this paper show that there is no effect of the concrete class on the cracks spacing.

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.

Experimental study on strain and deformation monitoring of reinforced concrete structures using PPP-BOTDA

2009 ◽  
Vol 52 (10) ◽  
pp. 2859-2868 ◽  
Author(s):  
Tong Guo ◽  
AiQun Li ◽  
YongSheng Song ◽  
Biao Zhang ◽  
Yang Liu ◽  
...  
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Structures ◽  
Deformation Monitoring ◽  
Reinforced Concrete Structures
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