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Comparative study between linear-interpolation and stress-block methods of composite design using Cold-Formed Steel section

For decades, Hot Rolled Steel (HRS) section was in use in construction of buildings and bridges. The simple reason is that the use of HRS section in composite systems is well established by standard rules and their design necessities as provided in the codes. In this paper, the use of doubly oriente...

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Main Authors: Lawan, M. M., Shek, P. N., Tahir, M. M.
Format: Article
Language:English
Published: Science Publishing Corporation Inc 2018
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/79948/1/MahmoodMdTahir2018_ComparativeStudyBetweenLinearInterpolation.pdf
http://eprints.utm.my/id/eprint/79948/
http://dx.doi.org/10.14419/ijet.v7i3.9.15270
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spelling my.utm.799482020-01-20T08:23:46Z http://eprints.utm.my/id/eprint/79948/ Comparative study between linear-interpolation and stress-block methods of composite design using Cold-Formed Steel section Lawan, M. M. Shek, P. N. Tahir, M. M. TA Engineering (General). Civil engineering (General) For decades, Hot Rolled Steel (HRS) section was in use in construction of buildings and bridges. The simple reason is that the use of HRS section in composite systems is well established by standard rules and their design necessities as provided in the codes. In this paper, the use of doubly oriented back-to-back Cold-Formed Steel (CFS) section coupled with bolted shear connectors in composite floor system was demonstrated. The bolted system of shear connect or provides an alternative to headed stud shear connector with CFS section as welding of the stud connector is practically not feasible on CFS section because of its thinness nature. The loading system u sed was fourpoint bending test to determine the flexural strength capabilities of the composite floor system. The resulting composite floor system has proven to provide adequate strength and stiffness properties under the applied loads. The results have shown that the theoretical value of flexural capacities calculated agrees reasonably well with the experimental values. In conclusion, the composite floor system can be used in small and medium size buildings, as well as in light weight construction industries. Science Publishing Corporation Inc 2018 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/79948/1/MahmoodMdTahir2018_ComparativeStudyBetweenLinearInterpolation.pdf Lawan, M. M. and Shek, P. N. and Tahir, M. M. (2018) Comparative study between linear-interpolation and stress-block methods of composite design using Cold-Formed Steel section. International Journal of Engineering and Technology(UAE), 7 (3). pp. 38-41. ISSN 2227-524X http://dx.doi.org/10.14419/ijet.v7i3.9.15270 DOI:10.14419/ijet.v7i3.9.15270
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)
Lawan, M. M.
Shek, P. N.
Tahir, M. M.
Comparative study between linear-interpolation and stress-block methods of composite design using Cold-Formed Steel section
description For decades, Hot Rolled Steel (HRS) section was in use in construction of buildings and bridges. The simple reason is that the use of HRS section in composite systems is well established by standard rules and their design necessities as provided in the codes. In this paper, the use of doubly oriented back-to-back Cold-Formed Steel (CFS) section coupled with bolted shear connectors in composite floor system was demonstrated. The bolted system of shear connect or provides an alternative to headed stud shear connector with CFS section as welding of the stud connector is practically not feasible on CFS section because of its thinness nature. The loading system u sed was fourpoint bending test to determine the flexural strength capabilities of the composite floor system. The resulting composite floor system has proven to provide adequate strength and stiffness properties under the applied loads. The results have shown that the theoretical value of flexural capacities calculated agrees reasonably well with the experimental values. In conclusion, the composite floor system can be used in small and medium size buildings, as well as in light weight construction industries.
format Article
author Lawan, M. M.
Shek, P. N.
Tahir, M. M.
author_facet Lawan, M. M.
Shek, P. N.
Tahir, M. M.
author_sort Lawan, M. M.
title Comparative study between linear-interpolation and stress-block methods of composite design using Cold-Formed Steel section
title_short Comparative study between linear-interpolation and stress-block methods of composite design using Cold-Formed Steel section
title_full Comparative study between linear-interpolation and stress-block methods of composite design using Cold-Formed Steel section
title_fullStr Comparative study between linear-interpolation and stress-block methods of composite design using Cold-Formed Steel section
title_full_unstemmed Comparative study between linear-interpolation and stress-block methods of composite design using Cold-Formed Steel section
title_sort comparative study between linear-interpolation and stress-block methods of composite design using cold-formed steel section
publisher Science Publishing Corporation Inc
publishDate 2018
url http://eprints.utm.my/id/eprint/79948/1/MahmoodMdTahir2018_ComparativeStudyBetweenLinearInterpolation.pdf
http://eprints.utm.my/id/eprint/79948/
http://dx.doi.org/10.14419/ijet.v7i3.9.15270
_version_ 1662754267191050240
score 13.211869

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