Assessing the Contribution of the CFRP Strip of Bearing the Applied Load Using Near-Surface Mounted Strengthening Technique with Innovative High-Strength Self-Compacting Cementitious Adhesive (IHSSC-CA)

Efficient transfer of load between concrete substrate and fibre reinforced polymer (FRP) by the bonding agent is the key factor in any FRP strengthening system. An innovative high-strength self-compacting non-polymer cementitious adhesive (IHSSC-CA) was recently developed by the authors and has been...

Full description

Bibliographic Details
Main Authors: Alyaa Mohammed, Nihad T. K. Al-Saadi, Riadh Al-Mahaidi
Format: Article
Language:English
Published: MDPI AG 2018-01-01
Series:Polymers
Subjects:
Online Access:http://www.mdpi.com/2073-4360/10/1/66
id doaj-69d2c4fd43e64f948addd80574a746cb
record_format Article
spelling doaj-69d2c4fd43e64f948addd80574a746cb2020-11-24T22:50:19ZengMDPI AGPolymers2073-43602018-01-011016610.3390/polym10010066polym10010066Assessing the Contribution of the CFRP Strip of Bearing the Applied Load Using Near-Surface Mounted Strengthening Technique with Innovative High-Strength Self-Compacting Cementitious Adhesive (IHSSC-CA)Alyaa Mohammed0Nihad T. K. Al-Saadi1Riadh Al-Mahaidi2Centre for Sustainable Infrastructure, Faculty of Science, Engineering and Technology, Swinburne University of Technology, P.O. Box 218, Melbourne, VIC 3122, AustraliaDepartment of Civil and Construction Engineering, Faculty of Science, Engineering and Technology, Swinburne University of Technology, P.O. Box 218, Melbourne, VIC 3122, AustraliaDepartment of Civil and Construction Engineering, Faculty of Science, Engineering and Technology, Swinburne University of Technology, P.O. Box 218, Melbourne, VIC 3122, AustraliaEfficient transfer of load between concrete substrate and fibre reinforced polymer (FRP) by the bonding agent is the key factor in any FRP strengthening system. An innovative high-strength self-compacting non-polymer cementitious adhesive (IHSSC-CA) was recently developed by the authors and has been used in a number of studies. Graphene oxide and cementitious materials are used to synthesise the new adhesive. The successful implementation of IHSSC-CA significantly increases carbon FRP (CFRP) strip utilization and the load-bearing capacity of the near-surface mounted (NSM) CFRP strengthening system. A number of tests were used to inspect the interfacial zone in the bonding area of NSM CFRP strips, including physical examination, pore structure analysis, and three-dimensional laser profilometery analysis. It was deduced from the physical inspection of NSM CFRP specimens made with IHSSC-CA that a smooth surface for load transfer was found in the CFRP strip without stress concentrations in some local regions. A smooth surface of the adhesive layer is very important for preventing localized brittle failure in the concrete. The pore structure analysis also confirmed that IHSSC-CA has better composite action between NSM CFRP strips and concrete substrate than other adhesives, resulting in the NSM CFRP specimens made with IHSSC-CA sustaining a greater load. Finally, the results of three-dimensional laser profilometery revealed a greater degree of roughness and less deformation on the surface of the CFRP strip when IHSSC-CA was used compared to other adhesives.http://www.mdpi.com/2073-4360/10/1/66CFRP stripsnear-surface mountedcementitious adhesivepull-out testconcrete
collection DOAJ
language English
format Article
sources DOAJ
author Alyaa Mohammed
Nihad T. K. Al-Saadi
Riadh Al-Mahaidi
spellingShingle Alyaa Mohammed
Nihad T. K. Al-Saadi
Riadh Al-Mahaidi
Assessing the Contribution of the CFRP Strip of Bearing the Applied Load Using Near-Surface Mounted Strengthening Technique with Innovative High-Strength Self-Compacting Cementitious Adhesive (IHSSC-CA)
Polymers
CFRP strips
near-surface mounted
cementitious adhesive
pull-out test
concrete
author_facet Alyaa Mohammed
Nihad T. K. Al-Saadi
Riadh Al-Mahaidi
author_sort Alyaa Mohammed
title Assessing the Contribution of the CFRP Strip of Bearing the Applied Load Using Near-Surface Mounted Strengthening Technique with Innovative High-Strength Self-Compacting Cementitious Adhesive (IHSSC-CA)
title_short Assessing the Contribution of the CFRP Strip of Bearing the Applied Load Using Near-Surface Mounted Strengthening Technique with Innovative High-Strength Self-Compacting Cementitious Adhesive (IHSSC-CA)
title_full Assessing the Contribution of the CFRP Strip of Bearing the Applied Load Using Near-Surface Mounted Strengthening Technique with Innovative High-Strength Self-Compacting Cementitious Adhesive (IHSSC-CA)
title_fullStr Assessing the Contribution of the CFRP Strip of Bearing the Applied Load Using Near-Surface Mounted Strengthening Technique with Innovative High-Strength Self-Compacting Cementitious Adhesive (IHSSC-CA)
title_full_unstemmed Assessing the Contribution of the CFRP Strip of Bearing the Applied Load Using Near-Surface Mounted Strengthening Technique with Innovative High-Strength Self-Compacting Cementitious Adhesive (IHSSC-CA)
title_sort assessing the contribution of the cfrp strip of bearing the applied load using near-surface mounted strengthening technique with innovative high-strength self-compacting cementitious adhesive (ihssc-ca)
publisher MDPI AG
series Polymers
issn 2073-4360
publishDate 2018-01-01
description Efficient transfer of load between concrete substrate and fibre reinforced polymer (FRP) by the bonding agent is the key factor in any FRP strengthening system. An innovative high-strength self-compacting non-polymer cementitious adhesive (IHSSC-CA) was recently developed by the authors and has been used in a number of studies. Graphene oxide and cementitious materials are used to synthesise the new adhesive. The successful implementation of IHSSC-CA significantly increases carbon FRP (CFRP) strip utilization and the load-bearing capacity of the near-surface mounted (NSM) CFRP strengthening system. A number of tests were used to inspect the interfacial zone in the bonding area of NSM CFRP strips, including physical examination, pore structure analysis, and three-dimensional laser profilometery analysis. It was deduced from the physical inspection of NSM CFRP specimens made with IHSSC-CA that a smooth surface for load transfer was found in the CFRP strip without stress concentrations in some local regions. A smooth surface of the adhesive layer is very important for preventing localized brittle failure in the concrete. The pore structure analysis also confirmed that IHSSC-CA has better composite action between NSM CFRP strips and concrete substrate than other adhesives, resulting in the NSM CFRP specimens made with IHSSC-CA sustaining a greater load. Finally, the results of three-dimensional laser profilometery revealed a greater degree of roughness and less deformation on the surface of the CFRP strip when IHSSC-CA was used compared to other adhesives.
topic CFRP strips
near-surface mounted
cementitious adhesive
pull-out test
concrete
url http://www.mdpi.com/2073-4360/10/1/66
work_keys_str_mv AT alyaamohammed assessingthecontributionofthecfrpstripofbearingtheappliedloadusingnearsurfacemountedstrengtheningtechniquewithinnovativehighstrengthselfcompactingcementitiousadhesiveihsscca
AT nihadtkalsaadi assessingthecontributionofthecfrpstripofbearingtheappliedloadusingnearsurfacemountedstrengtheningtechniquewithinnovativehighstrengthselfcompactingcementitiousadhesiveihsscca
AT riadhalmahaidi assessingthecontributionofthecfrpstripofbearingtheappliedloadusingnearsurfacemountedstrengtheningtechniquewithinnovativehighstrengthselfcompactingcementitiousadhesiveihsscca
_version_ 1725672985780551680