Flexural capacity of plate girders with corrugated webs strengthened with angles

Seung Hee Lho, Man Woo Park, Young-Kyu Ju, Sang Dae Kim

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Plate girders with corrugated webs with angles were developed in order to promote the flange local buckling strength of conventional plate girders with corrugated webs. The width to thickness ratio of flanges can be reduced with angles. However corrugated webs cannot contribute to the flexural stiffness and strength of PGCW, corrugated webs of PGCW-A can. A full-scale test was conducted to evaluate the flexural capacity of PGCW-A. As a result, the flexural capacity of a specimen of PGCW-A increased by 163% compared to a specimen of PGCW.

Original languageEnglish
Title of host publicationApplied Mechanics and Materials
PublisherTrans Tech Publications Ltd
Pages206-209
Number of pages4
Volume680
ISBN (Print)9783038352983
DOIs
Publication statusPublished - 2014 Jan 1
Event2nd International Conference on Mechanical Structures and Smart Materials, 2nd ICMSSM 2014 - Kuala Lumpur, Malaysia
Duration: 2014 Aug 162014 Aug 17

Publication series

NameApplied Mechanics and Materials
Volume680
ISSN (Print)16609336
ISSN (Electronic)16627482

Other

Other2nd International Conference on Mechanical Structures and Smart Materials, 2nd ICMSSM 2014
CountryMalaysia
CityKuala Lumpur
Period14/8/1614/8/17

Keywords

  • Buckling
  • Corrugated web
  • Flexural capacity
  • Plate girder

ASJC Scopus subject areas

  • Engineering(all)

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  • Cite this

    Lho, S. H., Park, M. W., Ju, Y-K., & Kim, S. D. (2014). Flexural capacity of plate girders with corrugated webs strengthened with angles. In Applied Mechanics and Materials (Vol. 680, pp. 206-209). (Applied Mechanics and Materials; Vol. 680). Trans Tech Publications Ltd. https://doi.org/10.4028/www.scientific.net/AMM.680.206