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Stress Analysis of a Cantilevered Thin-Wall Cylinder within a Cylindrical Cavity
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English
Abstract
A semiempirical procedure has been developed to determine the stresses in a thin-wall cylinder extending from a block cavity and subjected to cantilever loading. A theoretical analysis produced the equations for direct bending stress and radial stress. The local stresses were experimentally determined via strain gage techniques. In addition, the experimental results indicated the angular location of the maximum local stress. Combination of the total axial stress and the radial stress sensibly provide the maximum shear stress applicable in design.
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Mezey, R. and Gibbons, W., "Stress Analysis of a Cantilevered Thin-Wall Cylinder within a Cylindrical Cavity," SAE Technical Paper 720285, 1972, https://doi.org/10.4271/720285.Also In
References
- Wilson W. M. Olson E. D. “Tests of Cylindrical Shells.” Engineering Experimental Station, University of Illinois Bulletin 331 1941
- Roark R. J. “Formulas for Stress and Strain.” 4th New York McGraw-Hill Book Co. 1965
- Timoshenko S. P. Woinowsky-Krieger S. “Theory of Plates and Shells.” 2nd New York McGraw-Hill Book Co. 1959
- Radzimovsky E. I. “Stress Distribution and Strength Conditions of Two Rolling Cylinders Pressed Together.” Engineering Experimentation Station, University Illinois Bulletin 408 1953