完整後設資料紀錄
DC 欄位語言
dc.contributor.authorHSIAO, KMen_US
dc.contributor.authorJANG, JYen_US
dc.date.accessioned2014-12-08T15:05:15Z-
dc.date.available2014-12-08T15:05:15Z-
dc.date.issued1991-05-01en_US
dc.identifier.issn0045-7825en_US
dc.identifier.urihttp://hdl.handle.net/11536/3784-
dc.description.abstractA co-rotational formulation of beam element and numerical procedure for the dynamic analysis of planar flexible mechanisms is presented. The nodal coordinates, velocities, accelerations, incremental displacements and rotations, and equations of motion of the system are defined in terms of fixed global coordinates, while the total strains in the beam element are measured in an element coordinate system which rotates and translates with the element but does not deform with the element. The element equations are constructed using the small deflection beam theory with the inclusion of the effect of axial force first in the element coordinate system, and then transformed to the global coordinate system using a standard procedure. In the proposed approach the resulting equations of motion are the same as those typically arising in nonlinear structural dynamics. An incremental-iterative method based on the Newmark direct integration method and the Newton-Raphson method is employed here for numerical studies. Numerical examples are presented to demonstrate the accuracy and efficiency of the present method.en_US
dc.language.isoen_USen_US
dc.titleDYNAMIC ANALYSIS OF PLANAR FLEXIBLE MECHANISMS BY COROTATIONAL FORMULATIONen_US
dc.typeArticleen_US
dc.identifier.journalCOMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERINGen_US
dc.citation.volume87en_US
dc.citation.issue1en_US
dc.citation.spage1en_US
dc.citation.epage14en_US
dc.contributor.department交大名義發表zh_TW
dc.contributor.department機械工程學系zh_TW
dc.contributor.departmentNational Chiao Tung Universityen_US
dc.contributor.departmentDepartment of Mechanical Engineeringen_US
dc.identifier.wosnumberWOS:A1991FJ76100001-
dc.citation.woscount29-
顯示於類別:期刊論文