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RESEARCH PAPERS

General Instability of Inclined-Stiffened Cylinders Under Bending

[+] Author and Article Information
R.-L. Lee

Department of Civil Engineering, Christian Brothers College, Memphis, Tenn.

S. Y. Lu

Department of Engineering Science and Mechanics, University of Florida, Gainesville, Fla.

J. Appl. Mech 36(3), 403-407 (Sep 01, 1969) (5 pages) doi:10.1115/1.3564692 History: Received June 17, 1968; Revised February 03, 1969; Online September 14, 2011

Abstract

The effects of inclination of stiffeners on the instability of pressurized cylinder under pure bending is studied. The stiffeners are mounted at various angles from 0–90 deg with the longitudinal direction. Finite deflection and initial imperfections in the strain-displacement relations are considered. The Ritz method is used for the solution. Tests have been made applying pure bending at the ends of shells with stiffeners inclined at 30, 45, and 60 deg. Empirical data are plotted to compare with the numerical results.

Copyright © 1969 by ASME
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