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Natural Frequencies of Equilateral Triangular Plates under Classical Edge Supports

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dc.contributor.author Pradhan, K.K.
dc.contributor.author Chakraverty, S.
dc.date.accessioned 2016-12-20T09:11:45Z
dc.date.available 2016-12-20T09:11:45Z
dc.date.issued 2016
dc.identifier.citation Pradhan, K.K. and Chakraverty, S. 2016. Natural Frequencies of Equilateral Triangular Plates under Classical Edge Supports. Symposium on Statistical & Computational Modelling with Applications (SymSCMA – 2016), Department of Statistics & Computer Science, University of Kelaniya, Sri Lanka. p 30-34. en_US
dc.identifier.uri http://repository.kln.ac.lk/handle/123456789/15551
dc.description.abstract In this paper, free vibration of thick equilateral triangular plates subject to classical boundary conditions has been investigated based on a new shear deformation theory, which needs no shear correction factor for stress distributions. The numerical modeling is performed by means of Rayleigh-Ritz method to obtain the concerned eigenvalue problem. The objective is to find the effect of different physical and geometric parameters on natural frequencies of the plate. New results for natural frequencies along with 3D mode shapes have been evaluated after the test of convergence and validation with the available results. en_US
dc.language.iso en en_US
dc.publisher Department of Statistics & Computer Science, University of Kelaniya, Sri Lanka en_US
dc.subject Vibration en_US
dc.subject Equilateral plate en_US
dc.subject Rayleigh-Ritz method en_US
dc.subject 3D mode shapes en_US
dc.title Natural Frequencies of Equilateral Triangular Plates under Classical Edge Supports en_US
dc.type Article en_US


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