0
RESEARCH PAPERS

Hydrostatic Effects in Tubular Member Design

[+] Author and Article Information
S. A. Karamanos, J. L. Tassoulas

Department of Civil Engineering, University of Texas, Austin, TX 78712

J. Offshore Mech. Arct. Eng 116(4), 246-251 (Nov 01, 1994) (6 pages) doi:10.1115/1.2920159 History: Received March 30, 1994; Revised June 29, 1994; Online June 12, 2008

Abstract

This paper summarizes some important results concerning the analysis and design of tubular compliant-tower members. The tubes are subjected to a combination of structural loads and external pressure, which may cause buckling. The paper focuses on the effects of external pressure on the ultimate capacity. Analytical results are compared with experimental data and design equations. The comparison is aimed towards better understanding of pressurized tubular beam-column behavior.

Copyright © 1994 by The American Society of Mechanical Engineers
Your Session has timed out. Please sign back in to continue.

References

Figures

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In