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Article: An accurate finite strip for analysing deep beams and shear walls

TitleAn accurate finite strip for analysing deep beams and shear walls
Authors
Issue Date1995
PublisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www.interscience.wiley.com/jpages/1069-8299/
Citation
Communications in Numerical Methods in Engineering, 1995, v. 11 n. 8, p. 643-653 How to Cite?
AbstractA new finite strip for the analysis of 2D elastic problems is presented. Displacement in each of the two inplane directions is interpolated by a set of computed shape functions in the longitudinal direction and, as usual, standard 1D Lagrangian shape functions in the transverse direction. Unlike all other finite strips, the unknown parameters of the present finite strip are represented by the physical displacement variables at nodal points. Furthermore, C0-continuity is maintained across the boundaries between adjacent strips. Deep beams with geometric discontinuity can be treated in a standard finite element manner. Several numerical examples are given to demonstrate its accuracy in analysing deep beams and shear walls.
Persistent Identifierhttp://hdl.handle.net/10722/150051
ISSN
2011 Impact Factor: 1.754
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_US
dc.contributor.authorKong, Jen_US
dc.date.accessioned2012-06-26T06:01:17Z-
dc.date.available2012-06-26T06:01:17Z-
dc.date.issued1995en_US
dc.identifier.citationCommunications in Numerical Methods in Engineering, 1995, v. 11 n. 8, p. 643-653en_US
dc.identifier.issn1069-8299en_US
dc.identifier.urihttp://hdl.handle.net/10722/150051-
dc.description.abstractA new finite strip for the analysis of 2D elastic problems is presented. Displacement in each of the two inplane directions is interpolated by a set of computed shape functions in the longitudinal direction and, as usual, standard 1D Lagrangian shape functions in the transverse direction. Unlike all other finite strips, the unknown parameters of the present finite strip are represented by the physical displacement variables at nodal points. Furthermore, C0-continuity is maintained across the boundaries between adjacent strips. Deep beams with geometric discontinuity can be treated in a standard finite element manner. Several numerical examples are given to demonstrate its accuracy in analysing deep beams and shear walls.en_US
dc.languageengen_US
dc.publisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www.interscience.wiley.com/jpages/1069-8299/en_US
dc.relation.ispartofCommunications in Numerical Methods in Engineeringen_US
dc.rightsCommunications in Numerical Methods in Engineering. Copyright © John Wiley & Sons Ltd.-
dc.titleAn accurate finite strip for analysing deep beams and shear wallsen_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK: hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1002/cnm.1640110803-
dc.identifier.scopuseid_2-s2.0-0029357727en_US
dc.identifier.hkuros8693-
dc.identifier.volume11en_US
dc.identifier.issue8en_US
dc.identifier.spage643en_US
dc.identifier.epage653en_US
dc.identifier.isiWOS:A1995RP92200002-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridKong, J=7202290905en_US

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