This paper concerns in-plane vibration analysis of coupled bending and longitudinal vibrations in H- and T-shaped planar frame structures. An exact analytical solution is obtained using wave vibration approach. Timoshenko beam theory, which takes into account the effects of both rotary inertia and shear distortion, is applied in modeling the flexural vibrations in the planar frame. Reflection and transmission matrices corresponding to incident waves arriving at the “T” joint from various directions are obtained. Bending and longitudinal waves generated by a combination of point longitudinal forces, point bending forces, and bending moments are also obtained. Assembling these wave relations provides a concise and systematic approach to both free and forced vibration analyses of coupled bending and longitudinal vibrations in H- and T-shaped planar frame structures. Natural frequencies, modeshapes, and forced responses are obtained from wave vibration standpoint. The results are compared to results available in literature. Good agreement has been reached.
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December 2008
Research Papers
Wave Analysis of In-Plane Vibrations of H- and T-shaped Planar Frame Structures
C. Mei
C. Mei
Department of Mechanical Engineering,
e-mail: cmei@umich.edu
The University of Michigan-Dearborn
, 4901 Evergreen Road, Dearborn, MI 48128
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C. Mei
Department of Mechanical Engineering,
The University of Michigan-Dearborn
, 4901 Evergreen Road, Dearborn, MI 48128e-mail: cmei@umich.edu
J. Vib. Acoust. Dec 2008, 130(6): 061004 (10 pages)
Published Online: October 15, 2008
Article history
Received:
June 27, 2007
Revised:
April 1, 2008
Published:
October 15, 2008
Citation
Mei, C. (October 15, 2008). "Wave Analysis of In-Plane Vibrations of H- and T-shaped Planar Frame Structures." ASME. J. Vib. Acoust. December 2008; 130(6): 061004. https://doi.org/10.1115/1.2980373
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