Performance of Grouted Splice Sleeve Connector Under Tensile Load

Grouted splice sleeve connector system takes the advantages of bond-slip resistance of grout and mechanical gripping of reinforcement bars to provide resistance to the tensile force. In this system,grout acts as a load transferring medium and bonding material between bars and sleeve. This study adop...

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Main Authors:	Aizat, Alias, Fadilah, Sapawi, Kusbiantoro, Andri, Mohammad Amirulkhairi, Zubir, Ahmad Baharuddin, Abdul Rahman
Format:	Conference or Workshop Item
Language:	English
Published:	2013
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/5714/ http://umpir.ump.edu.my/id/eprint/5714/1/CV-004.pdf

id	ump-5714
recordtype	eprints
spelling	ump-57142018-02-19T06:26:01Z http://umpir.ump.edu.my/id/eprint/5714/ Performance of Grouted Splice Sleeve Connector Under Tensile Load Aizat, Alias Fadilah, Sapawi Kusbiantoro, Andri Mohammad Amirulkhairi, Zubir Ahmad Baharuddin, Abdul Rahman TA Engineering (General). Civil engineering (General) Grouted splice sleeve connector system takes the advantages of bond-slip resistance of grout and mechanical gripping of reinforcement bars to provide resistance to the tensile force. In this system,grout acts as a load transferring medium and bonding material between bars and sleeve. This study adopted the end-to-end rebars connection method to investigate the effect of development length and sleeve diameter to the bonding performance of sleeve connector. The end-to-end method is referring to the condition where reinforcement bars were inserted into the sleeve from both ends and meet at the center before grout is filled. Eight specimens of grouted splice sleeve connector were tested under tensile load to determine their performance. Sleeve connector was designed using 5 mm thick circular hollow section (CHS) steel pipe and consisted of one external and two internal sleeves. The tensile test results show that connector with smaller external and internal sleeve diameter appear to provide better bonding performance. Three types of failure were observed in this research, which are bar fracture (outside the sleeve), bar pullout, and internal sleeve pullout. With reference to these failure types, development length of 200 mm is the optimum value due to its bar fracture type, which indicates the tensile capacity of the connector is higher than the reinforcement bar. 2013 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/5714/1/CV-004.pdf Aizat, Alias and Fadilah, Sapawi and Kusbiantoro, Andri and Mohammad Amirulkhairi, Zubir and Ahmad Baharuddin, Abdul Rahman (2013) Performance of Grouted Splice Sleeve Connector Under Tensile Load. In: Malaysian Technical Universities Conference on Engineering & Technology (MUCET 2013), 3-4 December 2013 , Kuantan, Pahang. pp. 1-2..
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Aizat, Alias Fadilah, Sapawi Kusbiantoro, Andri Mohammad Amirulkhairi, Zubir Ahmad Baharuddin, Abdul Rahman Performance of Grouted Splice Sleeve Connector Under Tensile Load
description	Grouted splice sleeve connector system takes the advantages of bond-slip resistance of grout and mechanical gripping of reinforcement bars to provide resistance to the tensile force. In this system,grout acts as a load transferring medium and bonding material between bars and sleeve. This study adopted the end-to-end rebars connection method to investigate the effect of development length and sleeve diameter to the bonding performance of sleeve connector. The end-to-end method is referring to the condition where reinforcement bars were inserted into the sleeve from both ends and meet at the center before grout is filled. Eight specimens of grouted splice sleeve connector were tested under tensile load to determine their performance. Sleeve connector was designed using 5 mm thick circular hollow section (CHS) steel pipe and consisted of one external and two internal sleeves. The tensile test results show that connector with smaller external and internal sleeve diameter appear to provide better bonding performance. Three types of failure were observed in this research, which are bar fracture (outside the sleeve), bar pullout, and internal sleeve pullout. With reference to these failure types, development length of 200 mm is the optimum value due to its bar fracture type, which indicates the tensile capacity of the connector is higher than the reinforcement bar.
format	Conference or Workshop Item
author	Aizat, Alias Fadilah, Sapawi Kusbiantoro, Andri Mohammad Amirulkhairi, Zubir Ahmad Baharuddin, Abdul Rahman
author_facet	Aizat, Alias Fadilah, Sapawi Kusbiantoro, Andri Mohammad Amirulkhairi, Zubir Ahmad Baharuddin, Abdul Rahman
author_sort	Aizat, Alias
title	Performance of Grouted Splice Sleeve Connector Under Tensile Load
title_short	Performance of Grouted Splice Sleeve Connector Under Tensile Load
title_full	Performance of Grouted Splice Sleeve Connector Under Tensile Load
title_fullStr	Performance of Grouted Splice Sleeve Connector Under Tensile Load
title_full_unstemmed	Performance of Grouted Splice Sleeve Connector Under Tensile Load
title_sort	performance of grouted splice sleeve connector under tensile load
publishDate	2013
url	http://umpir.ump.edu.my/id/eprint/5714/ http://umpir.ump.edu.my/id/eprint/5714/1/CV-004.pdf
first_indexed	2023-09-18T22:01:05Z
last_indexed	2023-09-18T22:01:05Z
_version_	1777414402648047616

Performance of Grouted Splice Sleeve Connector Under Tensile Load

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