Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom

Ductility of reinforced structures is a desirable property where resistance to brittle failure during flexure is required. The most influential parameter towards the ductility value is the ratio of steel area to concrete area. However, the study on ductility performance of TWCF beam is still lacking...

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Main Author:	Masrom, Mohd Asha’ari
Format:	Article
Language:	English
Published:	Universiti Teknologi MARA, Pulau Pinang & Pusat Penerbitan Universiti (UPENA) 2016
Subjects:	Building materials Reinforced concrete
Online Access:	http://ir.uitm.edu.my/id/eprint/15332/ http://ir.uitm.edu.my/id/eprint/15332/1/AJ_MOHD%20ASHA%E2%80%99ARI%20MASROM%20EAJ%2016.pdf

id	uitm-15332
recordtype	eprints
spelling	uitm-153322020-03-20T02:31:29Z http://ir.uitm.edu.my/id/eprint/15332/ Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom Masrom, Mohd Asha’ari Building materials Reinforced concrete Ductility of reinforced structures is a desirable property where resistance to brittle failure during flexure is required. The most influential parameter towards the ductility value is the ratio of steel area to concrete area. However, the study on ductility performance of TWCF beam is still lacking. This paper aims is to reveal the ductility performance of Thin-Walled Composite-Filled Beam under flexural test. This paper presents a laboratory work which involves three samples of TWCF beams with different strength-enhancement devices. The effects of various modes interface connections are co-related to the generation of shear bond between sheeting and concrete, using both experimental and theoretical results. The strength and failure modes of the beams are found to be dependent on the interface connections. Analytical models for the ductility design of beams are developed and their performance is validated through experimental results using partial shear connection. The beams were designed by considering whether the strength will be governed by buckling or yielding of the steel plate. The analytical ductility model of TWCF beam shows a good agreement with the experimental result. Universiti Teknologi MARA, Pulau Pinang & Pusat Penerbitan Universiti (UPENA) 2016 Article PeerReviewed text en http://ir.uitm.edu.my/id/eprint/15332/1/AJ_MOHD%20ASHA%E2%80%99ARI%20MASROM%20EAJ%2016.pdf Masrom, Mohd Asha’ari (2016) Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom. ESTEEM Academic Journal, 12 (1). pp. 38-48. ISSN 1675-7939
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Building materials Reinforced concrete
spellingShingle	Building materials Reinforced concrete Masrom, Mohd Asha’ari Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom
description	Ductility of reinforced structures is a desirable property where resistance to brittle failure during flexure is required. The most influential parameter towards the ductility value is the ratio of steel area to concrete area. However, the study on ductility performance of TWCF beam is still lacking. This paper aims is to reveal the ductility performance of Thin-Walled Composite-Filled Beam under flexural test. This paper presents a laboratory work which involves three samples of TWCF beams with different strength-enhancement devices. The effects of various modes interface connections are co-related to the generation of shear bond between sheeting and concrete, using both experimental and theoretical results. The strength and failure modes of the beams are found to be dependent on the interface connections. Analytical models for the ductility design of beams are developed and their performance is validated through experimental results using partial shear connection. The beams were designed by considering whether the strength will be governed by buckling or yielding of the steel plate. The analytical ductility model of TWCF beam shows a good agreement with the experimental result.
format	Article
author	Masrom, Mohd Asha’ari
author_facet	Masrom, Mohd Asha’ari
author_sort	Masrom, Mohd Asha’ari
title	Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom
title_short	Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom
title_full	Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom
title_fullStr	Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom
title_full_unstemmed	Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom
title_sort	ductility performance of thin-walled composite-filled (twfc) beam at internal support / mohd asha’ari masrom
publisher	Universiti Teknologi MARA, Pulau Pinang & Pusat Penerbitan Universiti (UPENA)
publishDate	2016
url	http://ir.uitm.edu.my/id/eprint/15332/ http://ir.uitm.edu.my/id/eprint/15332/1/AJ_MOHD%20ASHA%E2%80%99ARI%20MASROM%20EAJ%2016.pdf
first_indexed	2023-09-18T22:53:37Z
last_indexed	2023-09-18T22:53:37Z
_version_	1777417707461804032

Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom

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