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Conference Paper: A general finite strip for the analysis of folded plates

TitleA general finite strip for the analysis of folded plates
Authors
KeywordsFolded plates
Longitudinal approximating functions
Semi-analytical finite strip
Issue Date2010
PublisherNottingham University Press.
Citation
The 13th International Conference on Computing in Civil and Building Engineering (ICCCBE 2010) & the 17th EG-ICE Workshop on Intelligent Computing in Engineering (ICE10), University of Nottingham, U.K., 30 June-2 July 2010. In Proceedings of the International Conference on Computing in Civil and Building Engineering, 2010, p. 457-458 How to Cite?
AbstractIn the conventional semi-analytical finite strip analysis of folded plates, the boundary conditions and the intermediate support conditions must be satisfied a priori. The admissible functions used as the longitudinal part of the displacement functions are sometimes difficult to find, and they are valid for specific conditions only. In this paper, a general strip is developed for the analysis of folded plate structures. The geometric constraints of the folded plates, such as the conditions at the end and intermediate supports, are modeled by very stiff translational and rotational springs, as appropriate. The complete Fourier ...
DescriptionPaper 229 (id:29)
URL - http://www.engineering.nottingham.ac.uk/icccbe/229.htm
Persistent Identifierhttp://hdl.handle.net/10722/127227
ISBN

 

DC FieldValueLanguage
dc.contributor.authorJiang, Ren_HK
dc.contributor.authorAu, FTKen_HK
dc.contributor.authorCheung, YKen_HK
dc.contributor.authorZheng, DYen_HK
dc.date.accessioned2010-10-31T13:13:27Z-
dc.date.available2010-10-31T13:13:27Z-
dc.date.issued2010en_HK
dc.identifier.citationThe 13th International Conference on Computing in Civil and Building Engineering (ICCCBE 2010) & the 17th EG-ICE Workshop on Intelligent Computing in Engineering (ICE10), University of Nottingham, U.K., 30 June-2 July 2010. In Proceedings of the International Conference on Computing in Civil and Building Engineering, 2010, p. 457-458en_HK
dc.identifier.isbn978-1-907284-60-1en_HK
dc.identifier.urihttp://hdl.handle.net/10722/127227-
dc.descriptionPaper 229 (id:29)-
dc.descriptionURL - http://www.engineering.nottingham.ac.uk/icccbe/229.htm-
dc.description.abstractIn the conventional semi-analytical finite strip analysis of folded plates, the boundary conditions and the intermediate support conditions must be satisfied a priori. The admissible functions used as the longitudinal part of the displacement functions are sometimes difficult to find, and they are valid for specific conditions only. In this paper, a general strip is developed for the analysis of folded plate structures. The geometric constraints of the folded plates, such as the conditions at the end and intermediate supports, are modeled by very stiff translational and rotational springs, as appropriate. The complete Fourier ...-
dc.languageengen_HK
dc.publisherNottingham University Press.en_HK
dc.relation.ispartofProceedings of the International Conference on Computing in Civil and Building Engineeringen_HK
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.subjectFolded plates-
dc.subjectLongitudinal approximating functions-
dc.subjectSemi-analytical finite strip-
dc.titleA general finite strip for the analysis of folded platesen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailJiang, R: jiangrj@hku.hken_HK
dc.identifier.emailAu, FTK: hrecatk@hku.hken_HK
dc.identifier.emailCheung, YK: hreccyk@hkucc.hku.hken_HK
dc.identifier.authorityAu, FTK=rp00083en_HK
dc.identifier.authorityCheung, YK=rp00104en_HK
dc.description.naturepostprint-
dc.identifier.hkuros175892en_HK
dc.identifier.spage457-
dc.identifier.epage458-
dc.publisher.placeUnited Kingdom-
dc.description.otherThe 13th International Conference on Computing in Civil and Building Engineering (ICCCBE 2010) & the 17th EG-ICE Workshop on Intelligent Computing in Engineering (ICE10), University of Nottingham, U.K., 30 June-2 July 2010. In Proceedings of the International Conference on Computing in Civil and Building Engineering, 2010, p. 457-458-

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