Direct shear strengthening of NSC and SCC using NSM CFRP and steel bars

Failure in direct shear is sudden and catastrophic in concrete structures, Several techniques have been developed for shear strengthening of push-off specimens representing direct shear. In this research, the effectiveness of Near-surface mounted (NSM) FRP and steel bars as a strengthening...

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Main Authors: Rozhno Omer Mustafa1, Mohamed Raouf Abdul-Kadir
Format: Article
Language:Arabic
Published: University of Sulaimania 2020-06-01
Series:Sulaimani Journal for Engineering Sciences
Subjects:
Online Access:https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol7no2/sjes-10126
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author Rozhno Omer Mustafa1
Mohamed Raouf Abdul-Kadir
author_facet Rozhno Omer Mustafa1
Mohamed Raouf Abdul-Kadir
author_sort Rozhno Omer Mustafa1
collection DOAJ
description Failure in direct shear is sudden and catastrophic in concrete structures, Several techniques have been developed for shear strengthening of push-off specimens representing direct shear. In this research, the effectiveness of Near-surface mounted (NSM) FRP and steel bars as a strengthening technique for direct shear in normal strength concrete (NSC) and self-compacted concrete (SCC) are studied. As a result of the experimental work, it was observed that the NSM steel bars increased the shear capacity by 48 and 44% for both types of concrete NSC and SCC respectively, while the NSM CFRP rods increased the shear capacity by 30% and 33% for both NSC and SCC respectively. It was also observed that strengthening at 90° was more effective in terms of shear strength compared to 45° with a difference in the range of 8% for NSC and 5% for SCC. The analytical results are very close to the experimental ones.
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spelling doaj.art-c4cab962ad4e49b7a8dc23974453ed4d2022-12-22T03:20:27ZaraUniversity of SulaimaniaSulaimani Journal for Engineering Sciences2410-16992415-66552020-06-0172314710.17656/sjes.10126Direct shear strengthening of NSC and SCC using NSM CFRP and steel barsRozhno Omer Mustafa1 0Mohamed Raouf Abdul-Kadir1University of Sulaimani, College of Engineering, Civil Engineering Department.University of Sulaimani, College of Engineering, Civil Engineering Department.Failure in direct shear is sudden and catastrophic in concrete structures, Several techniques have been developed for shear strengthening of push-off specimens representing direct shear. In this research, the effectiveness of Near-surface mounted (NSM) FRP and steel bars as a strengthening technique for direct shear in normal strength concrete (NSC) and self-compacted concrete (SCC) are studied. As a result of the experimental work, it was observed that the NSM steel bars increased the shear capacity by 48 and 44% for both types of concrete NSC and SCC respectively, while the NSM CFRP rods increased the shear capacity by 30% and 33% for both NSC and SCC respectively. It was also observed that strengthening at 90° was more effective in terms of shear strength compared to 45° with a difference in the range of 8% for NSC and 5% for SCC. The analytical results are very close to the experimental ones. https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol7no2/sjes-10126direct shearnsmstrengtheningcfrp rod.
spellingShingle Rozhno Omer Mustafa1
Mohamed Raouf Abdul-Kadir
Direct shear strengthening of NSC and SCC using NSM CFRP and steel bars
Sulaimani Journal for Engineering Sciences
direct shear
nsm
strengthening
cfrp rod.
title Direct shear strengthening of NSC and SCC using NSM CFRP and steel bars
title_full Direct shear strengthening of NSC and SCC using NSM CFRP and steel bars
title_fullStr Direct shear strengthening of NSC and SCC using NSM CFRP and steel bars
title_full_unstemmed Direct shear strengthening of NSC and SCC using NSM CFRP and steel bars
title_short Direct shear strengthening of NSC and SCC using NSM CFRP and steel bars
title_sort direct shear strengthening of nsc and scc using nsm cfrp and steel bars
topic direct shear
nsm
strengthening
cfrp rod.
url https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol7no2/sjes-10126
work_keys_str_mv AT rozhnoomermustafa1 directshearstrengtheningofnscandsccusingnsmcfrpandsteelbars
AT mohamedraoufabdulkadir directshearstrengtheningofnscandsccusingnsmcfrpandsteelbars