Cited 13 time in
Experimental and finite element analysis of curved composite structures with C-section
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Kim, Ji-Hyeon | - |
| dc.contributor.author | Khanh-Hung Nguyen | - |
| dc.contributor.author | Choi, Jin-Ho | - |
| dc.contributor.author | Kweon, Jin-Hwe | - |
| dc.date.accessioned | 2022-12-26T20:17:42Z | - |
| dc.date.available | 2022-12-26T20:17:42Z | - |
| dc.date.issued | 2016-04 | - |
| dc.identifier.issn | 0263-8223 | - |
| dc.identifier.issn | 1879-1085 | - |
| dc.identifier.uri | https://scholarworks.gnu.ac.kr/handle/sw.gnu/15539 | - |
| dc.description.abstract | The curved region in composite structures is vulnerable and easily experiences delamination under opening load due to the localized transverse stresses. This failure occurred in a composite primary part, e.g. spars and bulkheads, of an aircraft can intensively reduce its rigidity and strength. In this study, various moderately thick composite laminates with a C-section, which were cut from a carbon epoxy C-spar, were tested with an opening load for different thicknesses and heights. On the basis of the test results, a three-dimensional finite element model in conjunction with Ye-delamination failure criteria was proposed to investigate the failure behavior as well as to predict the failure load of the structures. The finite element models were verified using strain results at specific locations. Failure loads were predicted using the damage zone method (DZM). Damage volume and damage volume ratio were used to evaluate damage zone in the model. Analysis results show deviations of less than 0.7-9.0% of the experimental results in the case of using damage volume ratio. The proposed damage zone method was also examined for laminated beams with different corner radius and good agreement was obtained. (C) 2016 Elsevier Ltd. All rights reserved. | - |
| dc.format.extent | 12 | - |
| dc.language | 영어 | - |
| dc.language.iso | ENG | - |
| dc.publisher | Elsevier BV | - |
| dc.title | Experimental and finite element analysis of curved composite structures with C-section | - |
| dc.type | Article | - |
| dc.publisher.location | 영국 | - |
| dc.identifier.doi | 10.1016/j.compstruct.2015.12.048 | - |
| dc.identifier.scopusid | 2-s2.0-84953850226 | - |
| dc.identifier.wosid | 000370834600012 | - |
| dc.identifier.bibliographicCitation | Composite Structures, v.140, pp 106 - 117 | - |
| dc.citation.title | Composite Structures | - |
| dc.citation.volume | 140 | - |
| dc.citation.startPage | 106 | - |
| dc.citation.endPage | 117 | - |
| dc.type.docType | Article | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | scie | - |
| dc.description.journalRegisteredClass | scopus | - |
| dc.relation.journalResearchArea | Mechanics | - |
| dc.relation.journalResearchArea | Materials Science | - |
| dc.relation.journalWebOfScienceCategory | Mechanics | - |
| dc.relation.journalWebOfScienceCategory | Materials Science, Composites | - |
| dc.subject.keywordPlus | FAILURE LOAD PREDICTION | - |
| dc.subject.keywordPlus | T-PIECE SPECIMENS | - |
| dc.subject.keywordPlus | LAMINATED COMPOSITES | - |
| dc.subject.keywordPlus | BONDED JOINTS | - |
| dc.subject.keywordPlus | DELAMINATION | - |
| dc.subject.keywordPlus | STRESS | - |
| dc.subject.keywordPlus | SIMULATION | - |
| dc.subject.keywordPlus | BEAMS | - |
| dc.subject.keywordPlus | MODEL | - |
| dc.subject.keywordAuthor | Finite element analysis | - |
| dc.subject.keywordAuthor | Through-thickness stresses | - |
| dc.subject.keywordAuthor | Delamination | - |
| dc.subject.keywordAuthor | C-spar | - |
| dc.subject.keywordAuthor | Damage zone | - |
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.
