English

dc.contributor.authorKücükarslan, S
dc.contributor.authorDemir, A
dc.date.accessioned2024-07-18T11:57:42Z
dc.date.available2024-07-18T11:57:42Z
dc.description.abstractTECHNO-PRESS
dc.identifier.issn1598-6217
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/7129
dc.language.isoArticle
dc.publisher1225-4568
dc.subjectIn this paper, the use of universal serendipity elements (USE) to eliminate node mapping distortions for dynamic problem is presented. Rectangular shaped elements for USE are being introduced by using a flexible master element with an adjustable edge node location. The shape functions of the universal serendipity formulation are used to derive the mass and damping matrices for the dynamic analyses. These matrices eliminate the node mapping distortion errors that occurs incase of the standard shape function formulations. The verification of new formulation will be tested and the errors encountered in the standard formulation will be studied for a dynamically loaded deep cantilever.
dc.titleEnglish
dc.typePLATE-BENDING ELEMENT

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