Cited 0 time in
Buckling Analysis of Rectangular Plates using an Enhanced 9-node Element
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 이상진 | - |
| dc.date.accessioned | 2022-12-26T20:48:02Z | - |
| dc.date.available | 2022-12-26T20:48:02Z | - |
| dc.date.issued | 2016 | - |
| dc.identifier.issn | 1229-6163 | - |
| dc.identifier.issn | 2383-5575 | - |
| dc.identifier.uri | https://scholarworks.gnu.ac.kr/handle/sw.gnu/16222 | - |
| dc.description.abstract | The stability and resistance of the plates under in-plane loading is crucial in the design of structures. For the assessment of structural stability, it is necessarily required to have accurate finite element technologies. Therefore, the enhanced 9-node plate (Q9ANS) element is introduced for the linear buckling analysis of plate where the critical buckling load has to be determined. The Q9-ANS is developed with the Reissner-Mindlin (RM) assumptions which consider transverse shear deformation of the plate. Assumed shear strain is used to alleviate the shear locking phenomenon. Numerical examples are carried out to verify the performance of the Q9-ANS element in calculation of critical buckling load of the plates. | - |
| dc.format.extent | 8 | - |
| dc.language | 영어 | - |
| dc.language.iso | ENG | - |
| dc.publisher | 대한건축학회 | - |
| dc.title | Buckling Analysis of Rectangular Plates using an Enhanced 9-node Element | - |
| dc.title.alternative | Buckling Analysis of Rectangular Plates using an Enhanced 9-node Element | - |
| dc.type | Article | - |
| dc.publisher.location | 대한민국 | - |
| dc.identifier.doi | 10.5659/AIKAR.2016.18.3.113 | - |
| dc.identifier.bibliographicCitation | Architectural Research, v.18, no.3, pp 113 - 120 | - |
| dc.citation.title | Architectural Research | - |
| dc.citation.volume | 18 | - |
| dc.citation.number | 3 | - |
| dc.citation.startPage | 113 | - |
| dc.citation.endPage | 120 | - |
| dc.identifier.kciid | ART002150278 | - |
| dc.description.isOpenAccess | Y | - |
| dc.description.journalRegisteredClass | kci | - |
| dc.subject.keywordAuthor | Rectangular Plate | - |
| dc.subject.keywordAuthor | Critical Buckling Load | - |
| dc.subject.keywordAuthor | Assumed Strain | - |
| dc.subject.keywordAuthor | Shear Locking | - |
| dc.subject.keywordAuthor | 9-node Element | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
Gyeongsang National University Central Library, 501, Jinju-daero, Jinju-si, Gyeongsangnam-do, 52828, Republic of Korea+82-55-772-0532
COPYRIGHT 2022 GYEONGSANG NATIONAL UNIVERSITY LIBRARY. ALL RIGHTS RESERVED.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.
