File Download
There are no files associated with this item.
Links for fulltext
(May Require Subscription)
- Scopus: eid_2-s2.0-0040288816
- WOS: WOS:000079349500006
- Find via
Supplementary
- Citations:
- Appears in Collections:
Article: Numerical convergence of simple and orthogonal polynomials for the unilateral plate buckling problem using the Rayleigh-Ritz method
Title | Numerical convergence of simple and orthogonal polynomials for the unilateral plate buckling problem using the Rayleigh-Ritz method |
---|---|
Authors | |
Keywords | Bilateral Buckling Contact Problems Elasticity Polynomials Rayleigh-Ritz Method Unilateral Buckling Unilateral Restraint |
Issue Date | 1999 |
Publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1430 |
Citation | International Journal For Numerical Methods In Engineering, 1999, v. 44 n. 11, p. 1685-1707 How to Cite? |
Abstract | Unilateral buckling is a contact problem whereby buckling is confined to take place in only one lateral direction. For plate structures, this can occur when a thin steel plate is juxtaposed with a rigid concrete medium and the steel may only buckle locally away from the concrete core. This paper investigates the use of simple and orthogonal polynomials in the Rayleigh-Ritz method for unilateral plate buckling. The orthogonal polynomials used are the classical Chebyshev types 1 and 2, Legrende, Hermite and Laguerre. The study presents a comparison between the efficiency of the polynomial-based displacement functions with regard to elastic bilateral and unilateral plate buckling, where efficiency is measured as a function of their convergence characteristics. Some buckling solutions for plates with varying boundary conditions and in-plane shear loads are also provided as an illustration. Copyright © 1999 John Wiley & Sons, Ltd. |
Persistent Identifier | http://hdl.handle.net/10722/150241 |
ISSN | 2023 Impact Factor: 2.7 2023 SCImago Journal Rankings: 1.019 |
ISI Accession Number ID | |
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Smith, ST | en_US |
dc.contributor.author | Bradford, MA | en_US |
dc.contributor.author | Oehlers, DJ | en_US |
dc.date.accessioned | 2012-06-26T06:02:40Z | - |
dc.date.available | 2012-06-26T06:02:40Z | - |
dc.date.issued | 1999 | en_US |
dc.identifier.citation | International Journal For Numerical Methods In Engineering, 1999, v. 44 n. 11, p. 1685-1707 | en_US |
dc.identifier.issn | 0029-5981 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150241 | - |
dc.description.abstract | Unilateral buckling is a contact problem whereby buckling is confined to take place in only one lateral direction. For plate structures, this can occur when a thin steel plate is juxtaposed with a rigid concrete medium and the steel may only buckle locally away from the concrete core. This paper investigates the use of simple and orthogonal polynomials in the Rayleigh-Ritz method for unilateral plate buckling. The orthogonal polynomials used are the classical Chebyshev types 1 and 2, Legrende, Hermite and Laguerre. The study presents a comparison between the efficiency of the polynomial-based displacement functions with regard to elastic bilateral and unilateral plate buckling, where efficiency is measured as a function of their convergence characteristics. Some buckling solutions for plates with varying boundary conditions and in-plane shear loads are also provided as an illustration. Copyright © 1999 John Wiley & Sons, Ltd. | en_US |
dc.language | eng | en_US |
dc.publisher | John Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1430 | en_US |
dc.relation.ispartof | International Journal for Numerical Methods in Engineering | en_US |
dc.subject | Bilateral Buckling | en_US |
dc.subject | Contact Problems | en_US |
dc.subject | Elasticity | en_US |
dc.subject | Polynomials | en_US |
dc.subject | Rayleigh-Ritz Method | en_US |
dc.subject | Unilateral Buckling | en_US |
dc.subject | Unilateral Restraint | en_US |
dc.title | Numerical convergence of simple and orthogonal polynomials for the unilateral plate buckling problem using the Rayleigh-Ritz method | en_US |
dc.type | Article | en_US |
dc.identifier.email | Smith, ST:stsmith@hku.hk | en_US |
dc.identifier.authority | Smith, ST=rp00168 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.scopus | eid_2-s2.0-0040288816 | en_US |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-0040288816&selection=ref&src=s&origin=recordpage | en_US |
dc.identifier.volume | 44 | en_US |
dc.identifier.issue | 11 | en_US |
dc.identifier.spage | 1685 | en_US |
dc.identifier.epage | 1707 | en_US |
dc.identifier.isi | WOS:000079349500006 | - |
dc.publisher.place | United Kingdom | en_US |
dc.identifier.scopusauthorid | Smith, ST=8751691000 | en_US |
dc.identifier.scopusauthorid | Bradford, MA=7102411221 | en_US |
dc.identifier.scopusauthorid | Oehlers, DJ=7005980230 | en_US |
dc.identifier.issnl | 0029-5981 | - |