Rotating Tapered Composite Shafts: Forced Torsional and Extensional Motions and Static Strength

[+] Author and Article Information
W. Kim, A. Argento

Department of Mechanical Engineering, University of Michigan-Dearborn, Dearborn, MI 48128

R. A. Scott

Department of Mechanical Engineering, University of Michigan, Ann Arbor, Michigan 48109e-mail: car@umich.edu

J. Vib. Acoust 123(1), 24-29 (Jul 01, 2000) (6 pages) doi:10.1115/1.1315594 History: Received August 01, 1999; Revised July 01, 2000
Copyright © 2001 by ASME
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Single lamina of a tapered, filament-wound composite shaft
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Tapered composite (0°) shaft with steel core (not drawn to scale): L=240 mm,tc=6 mm,ts=4.8 mm,b1=27.2 mm,b2=12.8 mm.
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Steady-state extensional displacements at z=L of the tapered steel/0°composite shaft in end-milling (damping ratio, ζ=0.03): (a) Non-zero σr and σθ case, (b) Zero σr and σθ case.
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Steady-state twisting angles at z=L in end-milling: (a) Tapered steel/0°composite shaft (ζ=0.03), (b) Nontapered steel shaft (ζ=0.02).
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Stresses in the principal material directions: the steel/(902/010/±202/08/∓202/010/902)composite shaft (θ=z=0, Ω=1000 rad/s) in boring.




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