ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Stability of Cylindrical Shells With and Without Cutouts and Subjected to Wind Load

by Sukhvarsh Jerath, Univ of North Dakota, Grand Forks, ND, USA,



Document Type: Proceeding Paper

Part of: Dynamics of Structures

Abstract:

The cylindrical storage tanks with and without cutouts are analyzed using nonlinear finite element analysis. All the cylinders are fixed at the base. Two types of cylindrical tanks without cutouts are considered, one open at the top and the other closed at the top. The cylinders with cutouts are closed at the top. The present investigation finds the buckling loads of circular cylinders with and without cutouts. The cutouts are placed in the windward direction and at right angles to the windward direction with the rectangular cutout openings making angles of 15 degree and 30 degree at the center of circular cross-section.

Subject Headings: Storage tanks | Wind loads | Finite element method | Cylindrical tanks | Shell structures | Load factors | Cylinders

Services: Buy this book/Buy this article

 

Return to search