Geometry and friction of helically wrapped wires in a cable subjected to tension and bending
DC Field | Value | Language |
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dc.contributor.author | Hong, Kee-Jeung | - |
dc.contributor.author | Yi, Chongku | - |
dc.contributor.author | Lee, Young-ki | - |
dc.date.accessioned | 2021-09-06T19:20:42Z | - |
dc.date.available | 2021-09-06T19:20:42Z | - |
dc.date.created | 2021-06-18 | - |
dc.date.issued | 2012-06 | - |
dc.identifier.issn | 1598-2351 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/108314 | - |
dc.description.abstract | Helically wrapped wire cables were first introduced to overcome the difficulties in transporting and installing straight wires. Presently, helically wrapped wire cables are used as the important load-carrying elements in many structures such as suspension bridges, cable-stayed bridges, tall guyed towers, power transmission lines, and flexible electrical conductors. In design and analysis, cables are traditionally assumed to carry axial load only; thus, studies on the bending behavior of the cables have been limited. Although the small curvature assumption of the cable may be valid for most part, the possible development of a large curvature at the bearings and anchorage cannot be ignored nor avoided. In this study, an analytical model was developed for the helically wrapped wires in a cable subjected to tension and small bending, with full consideration of the helically wrapped wire geometry. Using the developed model, an approximate upper limit of the cable curvature -for which the conventional Bernoulli-Euler-Navier kinematic beam assumption can be adapted to evaluate the stress in the wires-was obtained. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | KOREAN SOC STEEL CONSTRUCTION-KSSC | - |
dc.subject | BEHAVIOR | - |
dc.title | Geometry and friction of helically wrapped wires in a cable subjected to tension and bending | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yi, Chongku | - |
dc.identifier.doi | 10.1007/s13296-012-2007-9 | - |
dc.identifier.scopusid | 2-s2.0-84865998875 | - |
dc.identifier.wosid | 000306221500007 | - |
dc.identifier.bibliographicCitation | INTERNATIONAL JOURNAL OF STEEL STRUCTURES, v.12, no.2, pp.233 - 242 | - |
dc.relation.isPartOf | INTERNATIONAL JOURNAL OF STEEL STRUCTURES | - |
dc.citation.title | INTERNATIONAL JOURNAL OF STEEL STRUCTURES | - |
dc.citation.volume | 12 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 233 | - |
dc.citation.endPage | 242 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.identifier.kciid | ART001676117 | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordAuthor | cable | - |
dc.subject.keywordAuthor | helically wrapped wire | - |
dc.subject.keywordAuthor | friction | - |
dc.subject.keywordAuthor | slip | - |
dc.subject.keywordAuthor | cable bending | - |
dc.subject.keywordAuthor | helix geometry | - |
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