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Parametric study on the buckling load after micro-bolt repair of a composite laminate with delamination
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Kang, Gyu-Seok | - |
| dc.contributor.author | Kwak, Byeong-Su | - |
| dc.contributor.author | Choe, Hyeon-Seok | - |
| dc.contributor.author | Kweon, Jin-Hwe | - |
| dc.date.accessioned | 2022-12-26T15:00:53Z | - |
| dc.date.available | 2022-12-26T15:00:53Z | - |
| dc.date.issued | 2019-05 | - |
| dc.identifier.issn | 0263-8223 | - |
| dc.identifier.issn | 1879-1085 | - |
| dc.identifier.uri | https://scholarworks.gnu.ac.kr/handle/sw.gnu/9153 | - |
| dc.description.abstract | Repair of a composite laminate with delamination using micro-bolts is studied parametrically. The effects on compressive buckling load of delamination crack length, bolt material, bolt diameter and arrangement, and bolt-laminate clearance are considered. For 45- and 65-mm crack lengths, buckling load recovery rates using brass bolts are 90% and 73%, respectively. Using steel increases the rate by 6.6% compared to the intact specimen. Tests are performed fixing the number of steel bolts for bolt diameters of 0.6, 1.0, and 1.2 mm. The buckling load recovery rate using 1.2- versus 0.6-mm bolts increases by 6.8%. Finite element analysis confirms the effect of the bolt-laminate gap: 27% larger buckling load for no clearance than for a 0.1-mm gap. 18% higher buckling load, which is 97% of intact-specimen buckling load, is obtained for a 1.2-mm-diameter bolt repair by gluing bolts and holes and then tightening them compared with using bolts alone. | - |
| dc.format.extent | 12 | - |
| dc.language | 영어 | - |
| dc.language.iso | ENG | - |
| dc.publisher | Elsevier BV | - |
| dc.title | Parametric study on the buckling load after micro-bolt repair of a composite laminate with delamination | - |
| dc.type | Article | - |
| dc.publisher.location | 영국 | - |
| dc.identifier.doi | 10.1016/j.compstruct.2019.01.091 | - |
| dc.identifier.scopusid | 2-s2.0-85061602792 | - |
| dc.identifier.wosid | 000460256300001 | - |
| dc.identifier.bibliographicCitation | Composite Structures, v.215, pp 1 - 12 | - |
| dc.citation.title | Composite Structures | - |
| dc.citation.volume | 215 | - |
| dc.citation.startPage | 1 | - |
| dc.citation.endPage | 12 | - |
| 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 | BEHAVIOR | - |
| dc.subject.keywordPlus | CFRP | - |
| dc.subject.keywordAuthor | Micro-bolt | - |
| dc.subject.keywordAuthor | Repair | - |
| dc.subject.keywordAuthor | Delamination | - |
| dc.subject.keywordAuthor | Buckling | - |
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