Representation of the cross-sectional stress distribution using fourier's series

A generic procedure is presented for the determination of the moment capacity of a complex beam’s cross-section. The use of a general expression - possible due to the single-rule representation of the stress distribution using fourier’s series - allows for a compact computer coding and easier in...

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Main Authors: Mohd. Yassin, Airil Yasreen, Nethercot, D. A.
Format: Conference or Workshop Item
Language:English
Published: 2006
Online Access:http://eprints.utm.my/152/
http://eprints.utm.my/152/1/AirilYasreenMohdYassin2006_Representationofthecross-sectionalstressdistribution.pdf
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author Mohd. Yassin, Airil Yasreen
Nethercot, D. A.
author_facet Mohd. Yassin, Airil Yasreen
Nethercot, D. A.
author_sort Mohd. Yassin, Airil Yasreen
building UTeM Institutional Repository
collection Online Access
description A generic procedure is presented for the determination of the moment capacity of a complex beam’s cross-section. The use of a general expression - possible due to the single-rule representation of the stress distribution using fourier’s series - allows for a compact computer coding and easier input data. The series converges to the idealized values obtained using a bilinear material curve as the number of terms in the series increases.
first_indexed 2025-11-15T20:32:47Z
format Conference or Workshop Item
id utm-152
institution Universiti Teknologi Malaysia
institution_category Local University
language English
last_indexed 2025-11-15T20:32:47Z
publishDate 2006
recordtype eprints
repository_type Digital Repository
spelling utm-1522017-07-30T01:59:22Z http://eprints.utm.my/152/ Representation of the cross-sectional stress distribution using fourier's series Mohd. Yassin, Airil Yasreen Nethercot, D. A. A generic procedure is presented for the determination of the moment capacity of a complex beam’s cross-section. The use of a general expression - possible due to the single-rule representation of the stress distribution using fourier’s series - allows for a compact computer coding and easier input data. The series converges to the idealized values obtained using a bilinear material curve as the number of terms in the series increases. 2006-09 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/152/1/AirilYasreenMohdYassin2006_Representationofthecross-sectionalstressdistribution.pdf Mohd. Yassin, Airil Yasreen and Nethercot, D. A. (2006) Representation of the cross-sectional stress distribution using fourier's series. In: 6th Asia-Pacific Structural Engineering and Construction Conference (APSEC 2006), 5-6 September 2006, Kuala Lumpur, Malaysia. http://civil.utm.my/apsec2015/
spellingShingle Mohd. Yassin, Airil Yasreen
Nethercot, D. A.
Representation of the cross-sectional stress distribution using fourier's series
title Representation of the cross-sectional stress distribution using fourier's series
title_full Representation of the cross-sectional stress distribution using fourier's series
title_fullStr Representation of the cross-sectional stress distribution using fourier's series
title_full_unstemmed Representation of the cross-sectional stress distribution using fourier's series
title_short Representation of the cross-sectional stress distribution using fourier's series
title_sort representation of the cross-sectional stress distribution using fourier's series
url http://eprints.utm.my/152/
http://eprints.utm.my/152/
http://eprints.utm.my/152/1/AirilYasreenMohdYassin2006_Representationofthecross-sectionalstressdistribution.pdf