scholarly journals An Experimental Study on Buckling of Longitudinal Reinforcement in Reinforced Concrete Members.

1991 ◽  
Vol 40 (456) ◽  
pp. 1208-1213
Author(s):  
Susumu INOUE ◽  
Toyoaki MIYAGAWA ◽  
Manabu FUJII
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Longitudinal Reinforcement ◽  
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 The influence of longitudinal reinforcement on shear capacity of reinforced concrete members without shear reinforcement

2014 ◽  
Vol 13 (3) ◽  
pp. 151-158
Author(s):  
Marta Słowik
Keyword(s):  
Reinforced Concrete ◽  
Shear Capacity ◽  
Longitudinal Reinforcement ◽  
Test Results ◽  
Shear Reinforcement ◽  
Professional Literature ◽  
Model Code ◽  
Concrete Members ◽  
Eurocode 2 ◽  
Model Code 2010

In the paper, the influence of longitudinal reinforcement on shear capacity of reinforced concrete members without shear reinforcement is discussed. The problem is analyzed on the basis of the author’s own test results and tests results reported in the professional literature. It has been concluded that longitudinal reinforcement has an effect on shear capacity especially in members of shear span-to-depth ratio a/d < 2,5. The test results have also been used to verify standard methods of calculating the shear capacity in reinforced concrete members without shear reinforcement given in Eurocode 2, ACI Standard 318 and Model Code 2010.

scholarly journals Shear failure in reinforced concrete members without transverse reinforcement: analysis of model error of NBR6118:2014

2021 ◽  
Vol 14 (1) ◽  
Author(s):  
Vinicius Paes de Barros ◽  
André Teófilo Beck ◽  
Túlio Nogueira Bittencout
Keyword(s):  
Shear Strength ◽  
Reinforced Concrete ◽  
Cross Section ◽  
Linear Regression Analysis ◽  
Model Error ◽  
Reinforcement Rate ◽  
Longitudinal Reinforcement ◽  
Model Errors ◽  
Concrete Members ◽  
Normative Models

Abstract This article presents an analysis of NBR6118:2014 models used to determine the one-way shear strength in reinforced concrete members without transversal reinforcement. The study compares model predictions with 751 experimental results, taken from the 2015 ACI-DAfStb database and from Quach. Model errors are quantified. Mean values observed are around unity, indicating models with no bias, but coefficients of variation are large. Model error trends are identified with respect to cross-section depth and longitudinal reinforcement rate. In elements with low rate of longitudinal reinforcement and/or large cross-section depths, the normative models provide results with low safety. This shows the need for revision of the normative models. By means of non-linear regression analysis, two correction terms are proposed to consider the longitudinal reinforcement rate and the size effect (decrease in shear strength with increase in section depth). With the proposed corrections, the observed trends are eliminated, and the design equation becomes more accurate with respect to cross-section shear.

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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