Pull-out performance of T-stub end plate connected to concrete filled thin-walled steel tube (CFTST) using lindapter hollo-bolts / Nazrul Azmi Ahmad Zamri … [et al.]

The application of concrete filled steel tubes (CFSTs) as composite members has widely been used around the world and is becoming popular day by day for structural application especially in earthquake regions. This paper indicates that an experimental study was conducted to comprehend the behaviour...

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Main Authors:	Ahmad Zamri, Nazrul Azmi, Petrus, Clotilda, Ibrahim, Azmi, Ab Hamid, Hanizah
Format:	Article
Language:	English
Published:	Research Management Institute (RMI) 2018
Subjects:	Structural engineering Reinforced concrete
Online Access:	http://ir.uitm.edu.my/id/eprint/21294/ http://ir.uitm.edu.my/id/eprint/21294/1/AJ_NAZRUL%20AZMI%20AHMAD%20ZAMRI%20SRJ%2018.pdf

id	uitm-21294
recordtype	eprints
spelling	uitm-212942018-08-16T07:46:36Z http://ir.uitm.edu.my/id/eprint/21294/ Pull-out performance of T-stub end plate connected to concrete filled thin-walled steel tube (CFTST) using lindapter hollo-bolts / Nazrul Azmi Ahmad Zamri … [et al.] Ahmad Zamri, Nazrul Azmi Petrus, Clotilda Ibrahim, Azmi Ab Hamid, Hanizah Structural engineering Reinforced concrete The application of concrete filled steel tubes (CFSTs) as composite members has widely been used around the world and is becoming popular day by day for structural application especially in earthquake regions. This paper indicates that an experimental study was conducted to comprehend the behaviour of T-stub end plates connected to concrete filled thin-walled steel tube (CFTST) with different types of bolts and are subjected to pullout load. The bolts used are normal type bolt M20 grade 8.8 and Lindapter Hollo-bolt HB16 and HB20. A series of 10 mm thick T-stub end plates were fastened to 2 mm CFTST of 200 mm x 200 mm in cross-section. All of the specimens were subjected to monotonic pull-out load until failure. Based on test results, the Lidapter Hollo-bolts showed better performance compare to normal bolts. The highest ultimate limit load for T-stub end plate fasten with Lindapter Hollo-bolt is four times higher than with normal bolt although all end plates show similar behaviour and failure mode patterns. It can be concluded that T-stub end plate with Lindapter Hollo-bolt shows a better performance in the service limit and ultimate limit states according to the regulations in the design codes. Research Management Institute (RMI) 2018 Article PeerReviewed text en http://ir.uitm.edu.my/id/eprint/21294/1/AJ_NAZRUL%20AZMI%20AHMAD%20ZAMRI%20SRJ%2018.pdf Ahmad Zamri, Nazrul Azmi and Petrus, Clotilda and Ibrahim, Azmi and Ab Hamid, Hanizah (2018) Pull-out performance of T-stub end plate connected to concrete filled thin-walled steel tube (CFTST) using lindapter hollo-bolts / Nazrul Azmi Ahmad Zamri … [et al.]. Scientific Research Journal, 15 (1). pp. 59-74. ISSN 1675-7009
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Structural engineering Reinforced concrete
spellingShingle	Structural engineering Reinforced concrete Ahmad Zamri, Nazrul Azmi Petrus, Clotilda Ibrahim, Azmi Ab Hamid, Hanizah Pull-out performance of T-stub end plate connected to concrete filled thin-walled steel tube (CFTST) using lindapter hollo-bolts / Nazrul Azmi Ahmad Zamri … [et al.]
description	The application of concrete filled steel tubes (CFSTs) as composite members has widely been used around the world and is becoming popular day by day for structural application especially in earthquake regions. This paper indicates that an experimental study was conducted to comprehend the behaviour of T-stub end plates connected to concrete filled thin-walled steel tube (CFTST) with different types of bolts and are subjected to pullout load. The bolts used are normal type bolt M20 grade 8.8 and Lindapter Hollo-bolt HB16 and HB20. A series of 10 mm thick T-stub end plates were fastened to 2 mm CFTST of 200 mm x 200 mm in cross-section. All of the specimens were subjected to monotonic pull-out load until failure. Based on test results, the Lidapter Hollo-bolts showed better performance compare to normal bolts. The highest ultimate limit load for T-stub end plate fasten with Lindapter Hollo-bolt is four times higher than with normal bolt although all end plates show similar behaviour and failure mode patterns. It can be concluded that T-stub end plate with Lindapter Hollo-bolt shows a better performance in the service limit and ultimate limit states according to the regulations in the design codes.
format	Article
author	Ahmad Zamri, Nazrul Azmi Petrus, Clotilda Ibrahim, Azmi Ab Hamid, Hanizah
author_facet	Ahmad Zamri, Nazrul Azmi Petrus, Clotilda Ibrahim, Azmi Ab Hamid, Hanizah
author_sort	Ahmad Zamri, Nazrul Azmi
title	Pull-out performance of T-stub end plate connected to concrete filled thin-walled steel tube (CFTST) using lindapter hollo-bolts / Nazrul Azmi Ahmad Zamri … [et al.]
title_short	Pull-out performance of T-stub end plate connected to concrete filled thin-walled steel tube (CFTST) using lindapter hollo-bolts / Nazrul Azmi Ahmad Zamri … [et al.]
title_full	Pull-out performance of T-stub end plate connected to concrete filled thin-walled steel tube (CFTST) using lindapter hollo-bolts / Nazrul Azmi Ahmad Zamri … [et al.]
title_fullStr	Pull-out performance of T-stub end plate connected to concrete filled thin-walled steel tube (CFTST) using lindapter hollo-bolts / Nazrul Azmi Ahmad Zamri … [et al.]
title_full_unstemmed	Pull-out performance of T-stub end plate connected to concrete filled thin-walled steel tube (CFTST) using lindapter hollo-bolts / Nazrul Azmi Ahmad Zamri … [et al.]
title_sort	pull-out performance of t-stub end plate connected to concrete filled thin-walled steel tube (cftst) using lindapter hollo-bolts / nazrul azmi ahmad zamri … [et al.]
publisher	Research Management Institute (RMI)
publishDate	2018
url	http://ir.uitm.edu.my/id/eprint/21294/ http://ir.uitm.edu.my/id/eprint/21294/1/AJ_NAZRUL%20AZMI%20AHMAD%20ZAMRI%20SRJ%2018.pdf
first_indexed	2023-09-18T23:06:15Z
last_indexed	2023-09-18T23:06:15Z
_version_	1777418503041581056

Pull-out performance of T-stub end plate connected to concrete filled thin-walled steel tube (CFTST) using lindapter hollo-bolts / Nazrul Azmi Ahmad Zamri … [et al.]

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