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

Shigenobu Kainuma, Jin Hee Ahn, In Tae Kim

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

Abstract

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.

Original languageEnglish
Title of host publicationInformation Technology for Manufacturing Systems IV
Pages778-783
Number of pages6
DOIs
Publication statusPublished - 2013
Event4th International Conference on Information Technology for Manufacturing Systems, ITMS 2013 - Auckland, New Zealand
Duration: Aug 28 2013Aug 29 2013

Publication series

NameApplied Mechanics and Materials
Volume421
ISSN (Print)1660-9336
ISSN (Electronic)1662-7482

Other

Other4th International Conference on Information Technology for Manufacturing Systems, ITMS 2013
CountryNew Zealand
CityAuckland
Period8/28/138/29/13

All Science Journal Classification (ASJC) codes

  • Engineering(all)

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