Please use this identifier to cite or link to this item: https://scidar.kg.ac.rs/handle/123456789/18824
Full metadata record
DC FieldValueLanguage
dc.contributor.authorŠalinić, Slaviša-
dc.contributor.authorNikolić, Aleksandar-
dc.date.accessioned2023-09-11T11:50:38Z-
dc.date.available2023-09-11T11:50:38Z-
dc.date.issued2019-
dc.identifier.isbn978-86-909973-7-4en_US
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/18824-
dc.description.abstractThis paper deals with the quasi-static response analysis of planar parallel-connection flexure hinge mechanism. The flexure hinges are discretized by using the pseudo-rigid-body method. According to this approach, the elastic properties of the flexure hinges are modelled by introducing the springs of appropriate stiffnesses in the joint elements with three degrees of freedom which connect the light rigid segments. The mass of the flexure hinges is neglected due to their dimensions with respect to the rigid body. The small in-plane deformations of the flexure hinges was analyzed. The displacements of the arbitrarily selected point of the rigid body are obtained in the symbolic form. The proposed algorithm is universal, so the mechanism with the arbitrarily selected number, type or orientation of flexure hinges should be analyzed. The symmetric corner-filleted flexure hinge and circular flexure hinge were used in numerical example. The obtained results are more accurate than the results of similar methods from literature. Furthermore, the proposed method is numerically more efficient than the above mentioned similar methods.en_US
dc.language.isoenen_US
dc.publisherSerbian Society of Mechanicsen_US
dc.rightsinfo:eu-repo/semantics/openAccess-
dc.source7th International Congress of Serbian Society of Mechanicsen_US
dc.subjectflexure hinge mechanismen_US
dc.subjectquasi-static responseen_US
dc.subjectpseudo-rigid-body methoden_US
dc.titleQUASI-STATIC RESPONSE OF PLANAR PARALLEL-CONNECTION FLEXURE HINGES MECHANISMen_US
dc.typeconferenceObjecten_US
dc.description.versionPublisheden_US
dc.type.versionPublishedVersionen_US
Appears in Collections:Faculty of Mechanical and Civil Engineering, Kraljevo

Page views(s)

352

Downloads(s)

9

Files in This Item:
File Description SizeFormat 
S2b__Slavisa_Salinic_Quasi-static..pdf761.43 kBAdobe PDFThumbnail
View/Open


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