Matches in SemOpenAlex for { <https://semopenalex.org/work/W3078164314> ?p ?o ?g. }
Showing items 1 to 82 of
82
with 100 items per page.
- W3078164314 endingPage "111180" @default.
- W3078164314 startingPage "111180" @default.
- W3078164314 abstract "Abstract The flexural-torsional buckling behaviour and resistances of fixed-ended press-braked S690 high strength steel angle section columns have been studied based on testing and numerical modelling, and reported in this paper. A testing programme, employing four different equal-leg angle section sizes, was firstly conducted, and comprised material tensile coupon tests, initial global and torsional geometric imperfection measurements and twelve fixed-ended column tests. The column test setup and procedures were thoroughly presented, and the key obtained test results, including the failure loads and deformations at the failure loads, load–end shortening curves, load–mid-height torsional rotation curves and failure modes, were fully reported and discussed. This was followed by a numerical modelling programme, where finite element models were initially developed to simulate the experimental responses and then adopted to perform parametric studies to generate further numerical data over a wide range of cross-section dimensions and member lengths. The obtained test and numerical data were then used to evaluate the accuracy of the relevant codified design rules, given in the European code, North American specification and Australian/New Zealand standard, and a recently proposed DSM-based design approach. The results of the evaluation revealed that all the codified design rules yield excessively conservative and scattered flexural-torsional buckling resistance predictions for fixed-ended press-braked S690 high strength steel angle section columns, while the DSM-based design approach leads to substantially improved resistance predictions, owing to the rational consideration of the length-dependent characteristic of flexural-torsional buckling and the interaction of flexural-torsional buckling with minor-axis flexural buckling." @default.
- W3078164314 created "2020-08-24" @default.
- W3078164314 creator A5017157765 @default.
- W3078164314 creator A5074103122 @default.
- W3078164314 creator A5079482192 @default.
- W3078164314 date "2020-11-01" @default.
- W3078164314 modified "2023-09-27" @default.
- W3078164314 title "Flexural-torsional buckling behaviour and resistances of fixed-ended press-braked S690 high strength steel angle section columns" @default.
- W3078164314 cites W1989967984 @default.
- W3078164314 cites W1990521479 @default.
- W3078164314 cites W1993273790 @default.
- W3078164314 cites W1998462651 @default.
- W3078164314 cites W2009109382 @default.
- W3078164314 cites W2011317985 @default.
- W3078164314 cites W2014490158 @default.
- W3078164314 cites W2023482142 @default.
- W3078164314 cites W2039059684 @default.
- W3078164314 cites W2081872440 @default.
- W3078164314 cites W2138021034 @default.
- W3078164314 cites W2195897573 @default.
- W3078164314 cites W2208496026 @default.
- W3078164314 cites W2319534435 @default.
- W3078164314 cites W2559312733 @default.
- W3078164314 cites W2888654185 @default.
- W3078164314 cites W2902867244 @default.
- W3078164314 cites W2913166852 @default.
- W3078164314 cites W2980681642 @default.
- W3078164314 cites W2989035117 @default.
- W3078164314 cites W2990246796 @default.
- W3078164314 cites W2990918969 @default.
- W3078164314 cites W4242349763 @default.
- W3078164314 doi "https://doi.org/10.1016/j.engstruct.2020.111180" @default.
- W3078164314 hasPublicationYear "2020" @default.
- W3078164314 type Work @default.
- W3078164314 sameAs 3078164314 @default.
- W3078164314 citedByCount "5" @default.
- W3078164314 countsByYear W30781643142021 @default.
- W3078164314 countsByYear W30781643142022 @default.
- W3078164314 crossrefType "journal-article" @default.
- W3078164314 hasAuthorship W3078164314A5017157765 @default.
- W3078164314 hasAuthorship W3078164314A5074103122 @default.
- W3078164314 hasAuthorship W3078164314A5079482192 @default.
- W3078164314 hasConcept C111919701 @default.
- W3078164314 hasConcept C127413603 @default.
- W3078164314 hasConcept C159985019 @default.
- W3078164314 hasConcept C178405089 @default.
- W3078164314 hasConcept C192562407 @default.
- W3078164314 hasConcept C2780129039 @default.
- W3078164314 hasConcept C2992092164 @default.
- W3078164314 hasConcept C41008148 @default.
- W3078164314 hasConcept C66938386 @default.
- W3078164314 hasConcept C85476182 @default.
- W3078164314 hasConceptScore W3078164314C111919701 @default.
- W3078164314 hasConceptScore W3078164314C127413603 @default.
- W3078164314 hasConceptScore W3078164314C159985019 @default.
- W3078164314 hasConceptScore W3078164314C178405089 @default.
- W3078164314 hasConceptScore W3078164314C192562407 @default.
- W3078164314 hasConceptScore W3078164314C2780129039 @default.
- W3078164314 hasConceptScore W3078164314C2992092164 @default.
- W3078164314 hasConceptScore W3078164314C41008148 @default.
- W3078164314 hasConceptScore W3078164314C66938386 @default.
- W3078164314 hasConceptScore W3078164314C85476182 @default.
- W3078164314 hasLocation W30781643141 @default.
- W3078164314 hasOpenAccess W3078164314 @default.
- W3078164314 hasPrimaryLocation W30781643141 @default.
- W3078164314 hasRelatedWork W1993836386 @default.
- W3078164314 hasRelatedWork W2000966266 @default.
- W3078164314 hasRelatedWork W2025687592 @default.
- W3078164314 hasRelatedWork W2057164293 @default.
- W3078164314 hasRelatedWork W2083267243 @default.
- W3078164314 hasRelatedWork W2366934632 @default.
- W3078164314 hasRelatedWork W2771163941 @default.
- W3078164314 hasRelatedWork W2944045227 @default.
- W3078164314 hasRelatedWork W3008690834 @default.
- W3078164314 hasRelatedWork W3155221311 @default.
- W3078164314 hasVolume "223" @default.
- W3078164314 isParatext "false" @default.
- W3078164314 isRetracted "false" @default.
- W3078164314 magId "3078164314" @default.
- W3078164314 workType "article" @default.