Full metadata record

DC FieldValueLanguage
dc.contributor.author이동연ko
dc.contributor.author뉴엔니아ko
dc.contributor.author임병덕ko
dc.date.accessioned2015-12-17T04:54:35Z-
dc.date.available2015-12-17T04:54:35Z-
dc.date.created2015-11-13-
dc.date.issued201504-
dc.identifier.citationINTERNATIONAL JOURNAL OF PRECISION ENGINEERING AND MANUFACTURING, v.16, no.4, pp.749 - 754-
dc.identifier.issn2234-7593-
dc.identifier.urihttp://hdl.handle.net/YU.REPOSITORY/32721-
dc.identifier.urihttp://dx.doi.org/10.1007/s12541-015-0099-9-
dc.description.abstractWe report a displacement analysis of a single-bent leaf flexure under transverse loading. Euler-Bernoulli, Timoshenko, and third-order beam theories, and the partially restrained warping effect, are considered. Castigliano's theorem is used to derive theoretical expressions of deflection under transverse loading. A sensitivity analysis is performed, and all of the results are verified using finite element analysis (FEA). The results show that the theoretical equations with third-order beam theory and a warping restraint factor of K=0.5 are in a good agreement with the FEA results, within a maximum 4% error These results indicate that the accuracy of the displacement analysis of the single-bent flexure under transverse loading depends on both the transverse shear deformation and the partially restrained warping effect.-
dc.language영어-
dc.publisherKOREAN SOC PRECISION ENG-
dc.subjectPARALLEL MECHANISM-
dc.subjectSTIFFNESS ANALYSIS-
dc.subjectBENDING SOLUTIONS-
dc.subjectDESIGN-
dc.subjectSTAGE-
dc.subjectHINGES-
dc.subjectBEAMS-
dc.titleDisplacement Analysis of a Single-Bent Leaf Flexure under Transverse Load-
dc.typeArticle-
dc.identifier.wosid000352663300017-
dc.identifier.scopusid2-s2.0-84928165221-
Appears in Collections:
공과대학 > 기계공학부 > Articles
Files in This Item:
There are no files associated with this item.
Export
RIS (EndNote)
XLS (Excel)
XML


qrcode

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

BROWSE