Skip navigation.

  ASMEDL.ORG »  Journals »  J. Pressure Vessel Technol. »  Volume 131 »  pp. 61201
Adjust text size: Decrease font size Increase font size

Journal of Pressure Vessel Technology
Volume: Page/CID:

Next Article
Theoretical Analysis of Hydraulically Expanded Tube-to-Tubesheet Joints With Linear Strain Hardening Material Behavior
The mechanism of failure of tube-to-tubesheet joints is related to the level of stresses produced in the tube expansion and transition zones during the expansion process. Maintaining a lower bound lim...

An Analytical Framework for the Solution of Autofrettaged Tubes Under Constant Axial Strain Condition

J. Pressure Vessel Technol.  -- December 2009 --  Volume 131,  Issue 6, 061201 (8 pages)
doi:10.1115/1.3148082

You are not logged into the ASME Digital Library.
Log in

Author(s):
E. Hosseinian, G. H. Farrahi, and M. R. Movahhedy
School of Mechanical Engineering, Sharif University of Technology, P.O. Box 11155-9567, Tehran, Iran
Autofrettage is a technique for introducing beneficial residual stresses into cylinders. Both analytical and numerical methods are used for the analysis of the autofrettage process. Analytical methods have been presented only for special cases of autofrettage. In this work, an analytical framework for the solution of autofrettaged tubes with constant axial strain conditions is developed. Material behavior is assumed to be incompressible, and two different quadratic polynomials are used for strain hardening in loading and unloading. Clearly, elastic perfectly plastic and linear hardening materials are the special cases of this general model. This quadratic material model is convenient for the description of the behavior of a class of pressure vessel steels such as A723. The Bauschinger effect is assumed fixed, and the total deformation theory based on the von Mises yield criterion is used. An explicit solution for the constant axial strain conditions and its special cases such as plane strain and closed-end conditions is obtained. For an open-end condition, for which the axial force is zero, the presented analytical method leads to a simple numerical solution. Finally, results of the new method are compared with those obtained from other analytical and numerical methods, and excellent agreement is observed. Since the presented method is a general analytical method, it could be used for validation of numerical solutions or analytical solutions for special loading cases.

©2009 American Society of Mechanical Engineers

History: Received 13 August 2008; revised 20 January 2009; published 23 September 2009
doi: http://dx.doi.org/10.1115/1.3148082

KEYWORDS and PACS

Keywords
PACS
  • 89.20.Kk
    Engineering
  • 02.10.De
    Algebraic structures and number theory
  • 46.25.-y
    Static elasticity
  • 46.35.+z
    Viscoelasticity, plasticity, viscoplasticity
  • 46.55.+d
    Tribology and mechanical contacts
  • YEAR: 2009

RELATED DATABASES


To view database links for this article,
you need to log in.
To view database links for this article,
you need to log in.

PUBLICATION DATA

Coden:
JPVTAS
ISSN:
0094-9930 (print)   1528-8978 (online)
Publisher:
AIP is a member of CrossRef ASME

REFERENCES (11)

For access to fully linked references, you need to log in. For access to fully linked references, you need to Log in.

CITING ARTICLES

For access to citing articles, you need to log in.
For access to citing articles, you need to Log in.