0
RESEARCH PAPERS

Analytical and Experimental Stress Analysis of a Cylinder-to-Cylinder Structure

[+] Author and Article Information
S. J. Brown, L. D. Haizlip

Nuclear Equipment Division, The Babcock & Wilcox Company, Akron, Ohio

J. M. Nielsen, S. E. Reed

Research and Development Division, The Babcock & Wilcox Company, Akron, Ohio

J. Pressure Vessel Technol 99(4), 575-583 (Nov 01, 1977) (9 pages) doi:10.1115/1.3454576 History: Received April 13, 1977; Online October 25, 2010

Abstract

This paper presents a comparison of stress results obtained using the FESAP three-dimensional finite element computer program with results obtained from experimental testing. The comparison was obtained for the case of internal pressure applied to a cylinder-to-cylinder structure with a variable shell thickness at the juncture and a D/d of 1.6. The experimental testing conducted at the Babcock & Wilcox Research Center, Alliance, Ohio, consisted of strain gage testing followed by a “stress freezing” photoelastic analysis. The numerical analysis was performed at the Babcock & Wilcox Nuclear Equipment Division using the FESAP three-dimensional isoparametric element with incompatible modes. The model mesh was generated with the program FEMEG which is briefly discussed. The paper includes a detailed description of both the experimental and analytical studies. It is concluded that FESAP, with the eight-node incompatible mode element can accurately and economically predict the structural response of complex components.

Copyright © 1977 by ASME
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