Matches in UGent Biblio for { <https://biblio.ugent.be/publication/1210847#aggregation> ?p ?o. }
Showing items 1 to 34 of
34
with 100 items per page.
- aggregation classification "A1".
- aggregation creator person.
- aggregation creator person.
- aggregation creator person.
- aggregation date "2011".
- aggregation format "application/pdf".
- aggregation hasFormat 1210847.bibtex.
- aggregation hasFormat 1210847.csv.
- aggregation hasFormat 1210847.dc.
- aggregation hasFormat 1210847.didl.
- aggregation hasFormat 1210847.doc.
- aggregation hasFormat 1210847.json.
- aggregation hasFormat 1210847.mets.
- aggregation hasFormat 1210847.mods.
- aggregation hasFormat 1210847.rdf.
- aggregation hasFormat 1210847.ris.
- aggregation hasFormat 1210847.txt.
- aggregation hasFormat 1210847.xls.
- aggregation hasFormat 1210847.yaml.
- aggregation isPartOf urn:issn:1432-8917.
- aggregation language "eng".
- aggregation rights "I have transferred the copyright for this publication to the publisher".
- aggregation subject "Technology and Engineering".
- aggregation title "Influence of plasticity on lateral-torsional buckling behaviour of cellular beams".
- aggregation abstract "The use of steel beams with large circular web openings along the length of the beam has increased steadily during the last decades. However, not all aspects of the design of these cellular beams have been studied extensively, such as lateral-torsional buckling (LTB). In previous work, an existing design rule for this failure mode was investigated for purely elastic beams. Even though this rule was shown to be quite accuate for most cases, it could sometimes give unsafe results for certain short length geometries. In reality, however, the steel will display elastic-plastic behaviour, causing these geometries to fail by plasticity of the cross-section rather than elastic instability. In this work, the design rule will be further examined by performing numerical simulations, taking into account these effects of plasiticity, as well as imperfections and geometric nonlinearity. It will be shown that the existing design rule always gives safe results for the examined geometries.".
- aggregation authorList BK886623.
- aggregation endPage "S161".
- aggregation issue "suppl. 1".
- aggregation startPage "S158".
- aggregation volume "15".
- aggregation aggregates 1210858.
- aggregation isDescribedBy 1210847.
- aggregation similarTo 143307511X12858956847958.
- aggregation similarTo LU-1210847.