Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector

This paper presents the bond stress – slip behavior of a newly developed grouted splice connection fabricated by glass fiber-reinforced polymer (GFRP). A total of twenty seven specimens were tested under increasing axial tension load. Results from the test specimens were adapted to model a bond stre...

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Main Authors: Kiarash Koushfar, Ahmad Baharuddin Abd. Rahman, Yusof Ahmad, Mohd Hanim Osman
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2014-05-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.913.2013
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spelling doaj-ef077c4c6bfa443e8b8ed94a38efd2072020-11-24T23:31:34ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952014-05-016604.30131010.14256/JCE.913.2013121282Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connectorKiarash KoushfarAhmad Baharuddin Abd. RahmanYusof AhmadMohd Hanim OsmanThis paper presents the bond stress – slip behavior of a newly developed grouted splice connection fabricated by glass fiber-reinforced polymer (GFRP). A total of twenty seven specimens were tested under increasing axial tension load. Results from the test specimens were adapted to model a bond stress – slip law to be compared with the requirements provided by design codes and provisions. The results show that by reducing mid-length diameter, higher bond strength and load capacity are generated in the tapered splice sleeves.https://doi.org/10.14256/JCE.913.2013
collection DOAJ
language English
format Article
sources DOAJ
author Kiarash Koushfar
Ahmad Baharuddin Abd. Rahman
Yusof Ahmad
Mohd Hanim Osman
spellingShingle Kiarash Koushfar
Ahmad Baharuddin Abd. Rahman
Yusof Ahmad
Mohd Hanim Osman
Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector
Građevinar
author_facet Kiarash Koushfar
Ahmad Baharuddin Abd. Rahman
Yusof Ahmad
Mohd Hanim Osman
author_sort Kiarash Koushfar
title Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector
title_short Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector
title_full Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector
title_fullStr Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector
title_full_unstemmed Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector
title_sort bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector
publisher Croatian Association of Civil Engineers
series Građevinar
issn 0350-2465
1333-9095
publishDate 2014-05-01
description This paper presents the bond stress – slip behavior of a newly developed grouted splice connection fabricated by glass fiber-reinforced polymer (GFRP). A total of twenty seven specimens were tested under increasing axial tension load. Results from the test specimens were adapted to model a bond stress – slip law to be compared with the requirements provided by design codes and provisions. The results show that by reducing mid-length diameter, higher bond strength and load capacity are generated in the tapered splice sleeves.
url https://doi.org/10.14256/JCE.913.2013
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AT ahmadbaharuddinabdrahman bondbehaviorofthereinforcementbaringlassfiberreinforcedpolymerconnector
AT yusofahmad bondbehaviorofthereinforcementbaringlassfiberreinforcedpolymerconnector
AT mohdhanimosman bondbehaviorofthereinforcementbaringlassfiberreinforcedpolymerconnector
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