Shear resistance of trapezoidal corrugated web in local buckling

This paper presents analytical studies using Eigenvalue buckling analysis in the Finite Element Method to determine shear buckling and subsequently determine shear resistance of thin plated member with trapezoidal corrugated web. The result is compared with experimental results. It is found that the...

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Main Author: Usman F.
Other Authors: 55812540000
Format: Conference Paper
Published: Trans Tech Publications Ltd 2023
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spelling my.uniten.dspace-220962023-05-16T10:47:21Z Shear resistance of trapezoidal corrugated web in local buckling Usman F. 55812540000 This paper presents analytical studies using Eigenvalue buckling analysis in the Finite Element Method to determine shear buckling and subsequently determine shear resistance of thin plated member with trapezoidal corrugated web. The result is compared with experimental results. It is found that the proposed equations give good agreement to the experimental results. However, the buckling coefficient k is still not generate a good shear stress based on its slenderness ratio hw/tw. © (2014) Trans Tech Publications, Switzerland. Final 2023-05-16T02:47:21Z 2023-05-16T02:47:21Z 2014 Conference Paper 10.4028/www.scientific.net/AMM.554.421 2-s2.0-84903553631 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84903553631&doi=10.4028%2fwww.scientific.net%2fAMM.554.421&partnerID=40&md5=d6903ba8d72ccd4881fe743f8e64948b https://irepository.uniten.edu.my/handle/123456789/22096 554 421 425 Trans Tech Publications Ltd Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description This paper presents analytical studies using Eigenvalue buckling analysis in the Finite Element Method to determine shear buckling and subsequently determine shear resistance of thin plated member with trapezoidal corrugated web. The result is compared with experimental results. It is found that the proposed equations give good agreement to the experimental results. However, the buckling coefficient k is still not generate a good shear stress based on its slenderness ratio hw/tw. © (2014) Trans Tech Publications, Switzerland.
author2 55812540000
author_facet 55812540000
Usman F.
format Conference Paper
author Usman F.
spellingShingle Usman F.
Shear resistance of trapezoidal corrugated web in local buckling
author_sort Usman F.
title Shear resistance of trapezoidal corrugated web in local buckling
title_short Shear resistance of trapezoidal corrugated web in local buckling
title_full Shear resistance of trapezoidal corrugated web in local buckling
title_fullStr Shear resistance of trapezoidal corrugated web in local buckling
title_full_unstemmed Shear resistance of trapezoidal corrugated web in local buckling
title_sort shear resistance of trapezoidal corrugated web in local buckling
publisher Trans Tech Publications Ltd
publishDate 2023
_version_ 1806426170066993152
score 13.214268