Analysis of Biaxially Stressed Bridge Deck Plates

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2012

Documents

View graph of relations

The ultimate state analysis of bridge deck plates at the intersection zone between main girders and transverse beams is complicated by biaxial membrane stresses, which may be in compression or tension in either direction depending on the bridge configuration and the specific location. This paper presents a detailed investigation of the ultimate capacity of simply supported plates subjected to biaxial loads. The full interaction domain of combinations of compressive and tensile loads has been investigated including a large number of imperfections. It was found that non-standard imperfection modes in parts of the interaction domain lead to more critical and lower ultimate capacity than critical buckling mode imperfections.
Original languageEnglish
TitleProceedings of Nordic Steel Construction Conference 2012
PublisherNorwegian Steel Association
Publication date2012
Pages229-238
ISBN (print)978-82-91466-12-5
StatePublished

Conference

ConferenceNordic Steel Construction Conference 2012
Number12
CountryNorway
CityOslo
Period05/09/1207/09/12
Internet addresshttp://www.nordicsteel2012.com/
Download as:
Download as PDF
Select render style:
APAAuthorCBEHarvardMLAStandardVancouverShortLong
PDF
Download as HTML
Select render style:
APAAuthorCBEHarvardMLAStandardVancouverShortLong
HTML
Download as Word
Select render style:
APAAuthorCBEHarvardMLAStandardVancouverShortLong
Word

Download statistics

No data available

ID: 12090663