PRACTITIONER'S FORUM
Dec 1, 1998

Technical Forum: Buckling of Steel Tunnel Liner Under External Pressure

This article has been corrected.
VIEW CORRECTION
Publication: Journal of Energy Engineering
Volume 124, Issue 3
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Amstutz, E. (1970). “Buckling of pressure-shaft and tunnel linings.”Water Power, 22(Nov.), 391–400. Boiler and pressure vessel code, section VIII—rules for construction of pressure vessels. (1995). American Society of Mechanical Engineers, New York.
2.
Borot.(1957). “Flambage d'in cylindre à paroi mince, placé dans une enveloppe rigide et soumi à une pression extérieure.”La Houille Blanche, Grenoble, France, 6, 231–245.
3.
Donnell, L. H. (1976). Beams, plates and shells. McGraw-Hill, New York.
4.
El-Sawy, K., and Moore, I. D. (1997). “Parametric study for buckling of liners: Effect of liner geometry and imperfections.”Trenchless pipeline projects—practical applications, L. E. Osborn, ed., ASCE, Reston, Va., 416–423.
5.
Flügge, W. (1960). Stresses in shells. Springer, Berlin.
6.
Gaylord, E. H., and Gaylord, C. N. (1972). Design of steel structures. McGraw-Hill, New York.
7.
Glock, D.(1977). “Überkritisches verhalten eines starr ummantelten kreisrohres bei wasserdruck vos aussen und temperaturdehnung.”Der Stahlbau, Berlin, 7, 212–217.
8.
Jacobsen, S. (1974). “Buckling of circular rings and cylindrical tubes under external pressure.”Water Power, 26(Dec.), 400–407. Manual of steel construction—allowable stress design. (1991). American Institute of Steel Construction, Chicago.
9.
Moore, E. T. (1990). “Designing steel tunnel liners for hydro plants.”Hydro Rev., 9(Oct), 72–89.
10.
Southwell, R. V. (1913). “On the general theory of elastic stability.”Philosophical Trans., 213A, 187–244. Standard specifications for highway bridges. (1992). 15th Ed., American Association of State Highway Transportation Officials, Washington, D.C.
11.
“Steel penstocks.” (1993). ASCE manuals and Rep. on Engrg. Pract. No. 79, New York.
12.
Timoshenko, S. (1934). Theory of elasticity. McGraw-Hill, New York.
13.
Vaughan, E. W. (1956). “Steel linings for pressure shafts in rock.”J. Power Div., ASCE, 82, 949-1–949-40.
14.
von Mises, R.(1914). “Der kritische aussendruck zylindrischer rohre.”Zeitscrift V.D.I., 58, 750–755.
15.
Windenburg, D. F., and Trilling, C. (1934). “Collapse by instability of thin cylindrical shells under external pressure.” Reprinted, 1960, Pressure vessel and piping design—collected papers 1927–1959, American Society of Mechanical Engineers, New York, 612–624.
16.
Young, W. C. (1989). Roark's formulas for stress and strain. McGraw-Hill, New York.

Information & Authors

Information

Published In

Go to Journal of Energy Engineering
Journal of Energy Engineering
Volume 124Issue 3December 1998
Pages: 55 - 89

History

Published online: Dec 1, 1998
Published in print: Dec 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share