Flexural capacity of plate girders with corrugated webs strengthened with angles

Seung Hee Lho, Man Woo Park, Young K. 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 publicationMaterials Science, Mechanical Structures and Engineering
    EditorsSalmah Husseinsyah, Salmah Husseinsyah
    PublisherTrans Tech Publications Ltd
    Pages206-209
    Number of pages4
    ISBN (Electronic)9783038352983, 9783038352983
    DOIs
    Publication statusPublished - 2014
    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)1660-9336
    ISSN (Electronic)1662-7482

    Other

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

    Keywords

    • Buckling
    • Corrugated web
    • Flexural capacity
    • Plate girder

    ASJC Scopus subject areas

    • General Engineering

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