Combined flexure and web crippling strength of a low-ductility high strength steel decking: Experiment and a finite element model
Profiled decking or sheeting of high strength low-ductility steel (ASTM611 Grade E) is a relatively new development in building construction industry. Due to inadequate information, the major international codes of design practices are yet to include this steel, and apply additional restrictions on...
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2023
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| _version_ | 1833411127872061440 |
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| author | Akhand A.M. Wan Badaruzzaman W.H. Wright H.D. |
| author2 | 7004303237 |
| author_facet | 7004303237 Akhand A.M. Wan Badaruzzaman W.H. Wright H.D. |
| author_sort | Akhand A.M. |
| building | UNITEN Library |
| collection | Institutional Repository |
| content_provider | Universiti Tenaga Nasional |
| content_source | UNITEN Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Profiled decking or sheeting of high strength low-ductility steel (ASTM611 Grade E) is a relatively new development in building construction industry. Due to inadequate information, the major international codes of design practices are yet to include this steel, and apply additional restrictions on their design and use. This type of decking shows high sensitivity to distortional as well as local buckling. Strength of such decking under combined flexure and web crippling as well as moment-rotation capacity are of principal concern if such decking is to be designed as a continuous structure to achieve better economy. This paper describes an experimental study of the behaviour of re-entrant decking of low-ductility steel under combined web crippling and flexure. Based on this experimental study, a nonlinear finite element model has been proposed which can predict the moment-rotation characteristics of such decking with reasonable accuracy. � 2004 Published by Elsevier Ltd. |
| format | Article |
| id | my.uniten.dspace-29914 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2023 |
| record_format | dspace |
| spelling | my.uniten.dspace-299142023-12-28T16:58:13Z Combined flexure and web crippling strength of a low-ductility high strength steel decking: Experiment and a finite element model Akhand A.M. Wan Badaruzzaman W.H. Wright H.D. 7004303237 57205189014 7202463192 High strength low-ductility steel Nonlinear analysis Profiled decking Web crippling Bending strength Buckling Finite element method Mathematical models Nonlinear systems Rotation Structural analysis High strength low-ductility steel Nonlinear analysis Profiled decking Web crippling Steel Profiled decking or sheeting of high strength low-ductility steel (ASTM611 Grade E) is a relatively new development in building construction industry. Due to inadequate information, the major international codes of design practices are yet to include this steel, and apply additional restrictions on their design and use. This type of decking shows high sensitivity to distortional as well as local buckling. Strength of such decking under combined flexure and web crippling as well as moment-rotation capacity are of principal concern if such decking is to be designed as a continuous structure to achieve better economy. This paper describes an experimental study of the behaviour of re-entrant decking of low-ductility steel under combined web crippling and flexure. Based on this experimental study, a nonlinear finite element model has been proposed which can predict the moment-rotation characteristics of such decking with reasonable accuracy. � 2004 Published by Elsevier Ltd. Final 2023-12-28T08:58:13Z 2023-12-28T08:58:13Z 2004 Article 10.1016/j.tws.2004.03.023 2-s2.0-2942618770 https://www.scopus.com/inward/record.uri?eid=2-s2.0-2942618770&doi=10.1016%2fj.tws.2004.03.023&partnerID=40&md5=1ed5a0421d6f53ad916d5d0eed5d5f23 https://irepository.uniten.edu.my/handle/123456789/29914 42 7 1067 1082 Scopus |
| spellingShingle | High strength low-ductility steel Nonlinear analysis Profiled decking Web crippling Bending strength Buckling Finite element method Mathematical models Nonlinear systems Rotation Structural analysis High strength low-ductility steel Nonlinear analysis Profiled decking Web crippling Steel Akhand A.M. Wan Badaruzzaman W.H. Wright H.D. Combined flexure and web crippling strength of a low-ductility high strength steel decking: Experiment and a finite element model |
| title | Combined flexure and web crippling strength of a low-ductility high strength steel decking: Experiment and a finite element model |
| title_full | Combined flexure and web crippling strength of a low-ductility high strength steel decking: Experiment and a finite element model |
| title_fullStr | Combined flexure and web crippling strength of a low-ductility high strength steel decking: Experiment and a finite element model |
| title_full_unstemmed | Combined flexure and web crippling strength of a low-ductility high strength steel decking: Experiment and a finite element model |
| title_short | Combined flexure and web crippling strength of a low-ductility high strength steel decking: Experiment and a finite element model |
| title_sort | combined flexure and web crippling strength of a low-ductility high strength steel decking: experiment and a finite element model |
| topic | High strength low-ductility steel Nonlinear analysis Profiled decking Web crippling Bending strength Buckling Finite element method Mathematical models Nonlinear systems Rotation Structural analysis High strength low-ductility steel Nonlinear analysis Profiled decking Web crippling Steel |
| url_provider | http://dspace.uniten.edu.my/ |