Limit Pressures of Rigidly Clamped Circular Cylindrical Shellsby Hwa-Shan Ho, Asst. Prof.; Dept. of Civ. Engrg., Univ. of Southern California, Los Angles, CA,
Serial Information: Journal of the Engineering Mechanics Division, 1974, Vol. 100, Issue 4, Pg. 757-772
Document Type: Journal Paper
In this paper the exact limit pressure is examined for a circular cylindrical shell rigidly supported at both ends. The Tresca yield criterion is assumed, with shear deformation neglected. Exact velocity and stress field equations are derived. As expected, the results show an inverse correlation between the shell length and the yield pressure. Calculations are obtained by introducing a small outward central ring force.
Subject Headings: Cylindrical shells | Shear deformation | Correlation
Services: Buy this book/Buy this article
Return to search