Corrosion pattern for critical shear buckling load of a web panel with local corrosion damage

Shigenobu Kainuma, Jin Hee Ahn, In Tae Kim

研究成果: 著書/レポートタイプへの貢献会議での発言

抜粋

Shear buckling strength of a web panel with local corrosion damage can be changed by web corrosion pattern. In this study, To find critical corrosion pattern for shear buckling of a web panel with local corrosion. Critical shear bucking loads of the corroded web panels were quantitatively evaluated. Thus, FE analsyis models were creasted cosidering corrosion pattern in the plate girder bridge which was reported from the corroded bridge inpection. As corrosion pattern of the web panel in the plate girder bridge, three corrosion patterns were selected as main corrosion cases such as longitudinal, vertical, and triangular cases. Their critical shear buckling loads were compared according to their corroded web codition.

元の言語英語
ホスト出版物のタイトルInformation Technology for Manufacturing Systems IV
ページ778-783
ページ数6
DOI
出版物ステータス出版済み - 10 29 2013
イベント4th International Conference on Information Technology for Manufacturing Systems, ITMS 2013 - Auckland, ニュージ―ランド
継続期間: 8 28 20138 29 2013

出版物シリーズ

名前Applied Mechanics and Materials
421
ISSN(印刷物)1660-9336
ISSN(電子版)1662-7482

その他

その他4th International Conference on Information Technology for Manufacturing Systems, ITMS 2013
ニュージ―ランド
Auckland
期間8/28/138/29/13

    フィンガープリント

All Science Journal Classification (ASJC) codes

  • Engineering(all)

これを引用

Kainuma, S., Ahn, J. H., & Kim, I. T. (2013). Corrosion pattern for critical shear buckling load of a web panel with local corrosion damage. : Information Technology for Manufacturing Systems IV (pp. 778-783). (Applied Mechanics and Materials; 巻数 421). https://doi.org/10.4028/www.scientific.net/AMM.421.778