Embedded Connector in Severe Optimization of Steel Plate for Shear Strengthening of RC Beam: Experimental and Numerical Investigations

Environmental impact has become one of the major factors taken into consideration for recent civil engineering studies and projects. Thus, researchers have been concentrating on shear strengthening of existing reinforced concrete structure as an upgrade method instead of demolishing and reconstructi...

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Main Authors: Md. Ashraful Alam, Suliman A. Bakkar, Shahnawaz A. Onik, Kamal N. Mustapha
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/4721431
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author Md. Ashraful Alam
Suliman A. Bakkar
Shahnawaz A. Onik
Kamal N. Mustapha
author_facet Md. Ashraful Alam
Suliman A. Bakkar
Shahnawaz A. Onik
Kamal N. Mustapha
author_sort Md. Ashraful Alam
collection DOAJ
description Environmental impact has become one of the major factors taken into consideration for recent civil engineering studies and projects. Thus, researchers have been concentrating on shear strengthening of existing reinforced concrete structure as an upgrade method instead of demolishing and reconstructing. In general, shear strengthening of RC beams using externally bonded steel plate has gained huge popularity. However, premature debonding of plates is the main drawback of the system, which could be mitigated using embedded connector; thus, the dimension of steel plate could be reduced significantly. Furthermore, numerical analysis on shear strengthening of beams using embedded connector would provide a great insight on the structural behavior. The aim of this research is to severely reduce the dimension of the steel plate using embedded connector for shear strengthening of RC beams and to investigate the performances of optimized shear-strengthened beams through experimental and numerical investigations. The results showed that the dimension of plate was reduced without debonding of the plate if the beam was designed for shear strengthening with the consideration of yield strength of steel plate and shear link. Experimental results showed a maximum increase in failure of 24%. The numerical results predicted accurately the structural performance of beams. The embedded connector had a great effect in deferring and minimizing the debonding failure and accordingly increasing the maximum load of shear failure between 14.5% and 24% compared to control beam.
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institution Kabale University
issn 1687-8086
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language English
publishDate 2018-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-080fdf63520d42da833078d62669ce3c2025-02-03T06:07:22ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/47214314721431Embedded Connector in Severe Optimization of Steel Plate for Shear Strengthening of RC Beam: Experimental and Numerical InvestigationsMd. Ashraful Alam0Suliman A. Bakkar1Shahnawaz A. Onik2Kamal N. Mustapha3Department of Civil Engineering, University of Asia Pacific, Dhaka, BangladeshDepartment of Civil Engineering, College of Engineering, Universiti Tenaga Nasional, Selangor, MalaysiaDepartment of Civil Engineering, College of Engineering, Universiti Tenaga Nasional, Selangor, MalaysiaDepartment of Civil Engineering, College of Engineering, Universiti Tenaga Nasional, Selangor, MalaysiaEnvironmental impact has become one of the major factors taken into consideration for recent civil engineering studies and projects. Thus, researchers have been concentrating on shear strengthening of existing reinforced concrete structure as an upgrade method instead of demolishing and reconstructing. In general, shear strengthening of RC beams using externally bonded steel plate has gained huge popularity. However, premature debonding of plates is the main drawback of the system, which could be mitigated using embedded connector; thus, the dimension of steel plate could be reduced significantly. Furthermore, numerical analysis on shear strengthening of beams using embedded connector would provide a great insight on the structural behavior. The aim of this research is to severely reduce the dimension of the steel plate using embedded connector for shear strengthening of RC beams and to investigate the performances of optimized shear-strengthened beams through experimental and numerical investigations. The results showed that the dimension of plate was reduced without debonding of the plate if the beam was designed for shear strengthening with the consideration of yield strength of steel plate and shear link. Experimental results showed a maximum increase in failure of 24%. The numerical results predicted accurately the structural performance of beams. The embedded connector had a great effect in deferring and minimizing the debonding failure and accordingly increasing the maximum load of shear failure between 14.5% and 24% compared to control beam.http://dx.doi.org/10.1155/2018/4721431
spellingShingle Md. Ashraful Alam
Suliman A. Bakkar
Shahnawaz A. Onik
Kamal N. Mustapha
Embedded Connector in Severe Optimization of Steel Plate for Shear Strengthening of RC Beam: Experimental and Numerical Investigations
Advances in Civil Engineering
title Embedded Connector in Severe Optimization of Steel Plate for Shear Strengthening of RC Beam: Experimental and Numerical Investigations
title_full Embedded Connector in Severe Optimization of Steel Plate for Shear Strengthening of RC Beam: Experimental and Numerical Investigations
title_fullStr Embedded Connector in Severe Optimization of Steel Plate for Shear Strengthening of RC Beam: Experimental and Numerical Investigations
title_full_unstemmed Embedded Connector in Severe Optimization of Steel Plate for Shear Strengthening of RC Beam: Experimental and Numerical Investigations
title_short Embedded Connector in Severe Optimization of Steel Plate for Shear Strengthening of RC Beam: Experimental and Numerical Investigations
title_sort embedded connector in severe optimization of steel plate for shear strengthening of rc beam experimental and numerical investigations
url http://dx.doi.org/10.1155/2018/4721431
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AT sulimanabakkar embeddedconnectorinsevereoptimizationofsteelplateforshearstrengtheningofrcbeamexperimentalandnumericalinvestigations
AT shahnawazaonik embeddedconnectorinsevereoptimizationofsteelplateforshearstrengtheningofrcbeamexperimentalandnumericalinvestigations
AT kamalnmustapha embeddedconnectorinsevereoptimizationofsteelplateforshearstrengtheningofrcbeamexperimentalandnumericalinvestigations