The Transition curve from Plate-Like to Beam-Like Behaviour of Cantilevered Beams and Plates

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Published: Feb 18, 2013
Keywords:
Free vibration Cantilevered beam Cantilevered plate Finite element analysis

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Nitipong Photong
Graduate Student, Department of Mechanical Engineering, Faculty of Engineering, 40002 Khon Kaen University
Kiatfa Tangchaichit
Assistant Professor, Department of Mechanical Engineering, Faculty of Engineering 40002 Khon Kaen University

Abstract

The free vibration analysis of cantilevered beams and plates of 5 mm thickness and of a geometric
ratio of 20 down to a geometric ratio 0.25 were analysed by means of the finite element analysis. ANSYS FE
programme was used to calculate the natural frequencies. The transition curve (parabola form) from plate-like
behaviour to beam-like behaviour was found.

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How to Cite
Photong, N., & Tangchaichit, K. (2013). The Transition curve from Plate-Like to Beam-Like Behaviour of Cantilevered Beams and Plates. Engineering and Applied Science Research, 33(2), 155–167. Retrieved from https://ph01.tci-thaijo.org/index.php/easr/article/view/5988
Issue
Vol. 33 No. 2 (2006)
Section
ORIGINAL RESEARCH

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