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contributor authorK. T. Chau
date accessioned2017-05-08T23:55:45Z
date available2017-05-08T23:55:45Z
date copyrightMarch, 1998
date issued1998
identifier issn0021-8936
identifier otherJAMCAV-26435#59_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119974
description abstractThis paper derives the exact frequency equation for the toroidal mode of vibrations for a spherically isotropic elastic sphere. The vibrations of spherically isotropic solids are solved by introducing two wave potentials (Φ and Ψ) such that the general solutions for free vibrations can be classified into two independent modes of vibrations, namely the “toroidal” and “spheroidal” modes. Both of these vibration modes can be written in terms of spherical harmonics of degree n. The frequency equation for the toroidal modes is obtained analytically, and it depends on both n and β [ = (C11 – C12)/(2C44)], where C11 C12, and C44 have the usual meaning of moduli and are defined in Eqs. (2)–(3); and, as expected, Lamb’s (1882) classical frequency equation is recovered as the isotropic limit. Numerical results show that the normalized frequency ωa/Cs increases with both n and β, where ω is the circular frequency of vibration, a the radius of the sphere, and Cs is the shear wave speed on the spherical surfaces. The natural frequencies for spheres of transversely isotropic minerals and crystals, with β ranging from 0.3719 to 1.8897, are also tabulated. However, two coupled differential equations are obtained for the spheroidal modes, which remain to be solved.
publisherThe American Society of Mechanical Engineers (ASME)
titleToroidal Vibrations of Anisotropic Spheres With Spherical Isotropy
typeJournal Paper
journal volume65
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2789046
journal fristpage59
journal lastpage65
identifier eissn1528-9036
keywordsVibration
keywordsIsotropy
keywordsEquations
keywordsWaves
keywordsShear (Mechanics)
keywordsDifferential equations
keywordsCrystals
keywordsSolids
keywordsFree vibrations AND Frequency
treeJournal of Applied Mechanics:;1998:;volume( 065 ):;issue: 001
contenttypeFulltext


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