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Behaviour of composite beam arranged as boxed-section with C-channel of cold-formed steel of lipped section

Cold formed steel (CFS) of lipped C-Channel sections are commonly use because of their simple forming procedures and easy to erect. To improve the flexural strength of the proposed composite beam, the C-channel of Lipped section is arranged toe-to-toe to form into boxed shape section and filled with...

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Main Authors: Khadavi, Khadavi, Md. Tahir, Mahmood, Salih, Musab N. A., Ahmad, S. A. Abraham, Shek, P. N.
Format: Conference or Workshop Item
Language:English
Published: 2020
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/92502/1/MahmoodMdTahir2020_BehaviourofCompositeBeamArranged.pdf
http://eprints.utm.my/id/eprint/92502/
http://dx.doi.org/10.1088/1757-899X/849/1/012073
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spelling my.utm.925022021-09-30T15:14:54Z http://eprints.utm.my/id/eprint/92502/ Behaviour of composite beam arranged as boxed-section with C-channel of cold-formed steel of lipped section Khadavi, Khadavi Md. Tahir, Mahmood Salih, Musab N. A. Ahmad, S. A. Abraham Shek, P. N. TA Engineering (General). Civil engineering (General) Cold formed steel (CFS) of lipped C-Channel sections are commonly use because of their simple forming procedures and easy to erect. To improve the flexural strength of the proposed composite beam, the C-channel of Lipped section is arranged toe-to-toe to form into boxed shape section and filled with self-compacting concrete (SCC). Reinforcement bars was used in a tension zone to increase the flexural strength of the proposed beam in this experimental study. A U-shape re-bars was installed to act as shear connections between concrete slab and beam of boxed section filled with self-compacting concrete. Two specimens were prepared and tested until failure. A C-channel section of size 250mm deep, 75mm width, and 2.4mm thick was used for the proposed composite beam section. Longitudinal rebar's size of 16mm and 20mm were installed at the bottom of the beam encased by the self-compacting concrete of 50MPa. A U-shape re-bar if size 12mm in diameter was used as a shear connector and functioned as vertical shear resistance for the beam system. The beam is kept restrained in position by a profiled metal decking installed on top of the beam to form a slab system also cast using by SCC. The specimens were tested under pure bending arranged as simply supported beams. It was found that the moment resistance of the experimental results agreed well with the predicted numerical analysis. 2020-05-29 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/92502/1/MahmoodMdTahir2020_BehaviourofCompositeBeamArranged.pdf Khadavi, Khadavi and Md. Tahir, Mahmood and Salih, Musab N. A. and Ahmad, S. A. Abraham and Shek, P. N. (2020) Behaviour of composite beam arranged as boxed-section with C-channel of cold-formed steel of lipped section. In: 4th International Conference on Construction and Building Engineering and 12th Regional Conference in Civil Engineering, ICONBUILD and RCCE 2019, 20 August 2019 - 22 August 2019, Langkawi, Kedah, Malaysia. http://dx.doi.org/10.1088/1757-899X/849/1/012073
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Khadavi, Khadavi
Md. Tahir, Mahmood
Salih, Musab N. A.
Ahmad, S. A. Abraham
Shek, P. N.
Behaviour of composite beam arranged as boxed-section with C-channel of cold-formed steel of lipped section
description Cold formed steel (CFS) of lipped C-Channel sections are commonly use because of their simple forming procedures and easy to erect. To improve the flexural strength of the proposed composite beam, the C-channel of Lipped section is arranged toe-to-toe to form into boxed shape section and filled with self-compacting concrete (SCC). Reinforcement bars was used in a tension zone to increase the flexural strength of the proposed beam in this experimental study. A U-shape re-bars was installed to act as shear connections between concrete slab and beam of boxed section filled with self-compacting concrete. Two specimens were prepared and tested until failure. A C-channel section of size 250mm deep, 75mm width, and 2.4mm thick was used for the proposed composite beam section. Longitudinal rebar's size of 16mm and 20mm were installed at the bottom of the beam encased by the self-compacting concrete of 50MPa. A U-shape re-bar if size 12mm in diameter was used as a shear connector and functioned as vertical shear resistance for the beam system. The beam is kept restrained in position by a profiled metal decking installed on top of the beam to form a slab system also cast using by SCC. The specimens were tested under pure bending arranged as simply supported beams. It was found that the moment resistance of the experimental results agreed well with the predicted numerical analysis.
format Conference or Workshop Item
author Khadavi, Khadavi
Md. Tahir, Mahmood
Salih, Musab N. A.
Ahmad, S. A. Abraham
Shek, P. N.
author_facet Khadavi, Khadavi
Md. Tahir, Mahmood
Salih, Musab N. A.
Ahmad, S. A. Abraham
Shek, P. N.
author_sort Khadavi, Khadavi
title Behaviour of composite beam arranged as boxed-section with C-channel of cold-formed steel of lipped section
title_short Behaviour of composite beam arranged as boxed-section with C-channel of cold-formed steel of lipped section
title_full Behaviour of composite beam arranged as boxed-section with C-channel of cold-formed steel of lipped section
title_fullStr Behaviour of composite beam arranged as boxed-section with C-channel of cold-formed steel of lipped section
title_full_unstemmed Behaviour of composite beam arranged as boxed-section with C-channel of cold-formed steel of lipped section
title_sort behaviour of composite beam arranged as boxed-section with c-channel of cold-formed steel of lipped section
publishDate 2020
url http://eprints.utm.my/id/eprint/92502/1/MahmoodMdTahir2020_BehaviourofCompositeBeamArranged.pdf
http://eprints.utm.my/id/eprint/92502/
http://dx.doi.org/10.1088/1757-899X/849/1/012073
_version_ 1713199741245849600
score 13.211869

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