TECHNICAL NOTES
Aug 1, 1986
Experimental Buckling Loads of Water‐Loaded Beams
Publication: Journal of Structural Engineering
Volume 112, Issue 8
Abstract
This note reports results of two tests performed on full-scale thin-walled prestressed concrete beams where the increase in external load is caused by changing the water level contained in the beam section. The purpose of the experiments was to contrast experimental values of the buckling load with predictions based on a numerical model of the problem, which had anticipated a buckling load significantly lower than the classical lateral torsional buckling load associated with solid-type loading. Experimental results confirm the validity of the theoretical model.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Cheung, Y. K., Finite Strip Methods in Structural Analysis, 1st ed., Pergamon Press, Oxford, U.K., 1976, pp. 88–89.
2.
Godoy, L. A., and Prato, C. A., “Buckling of Thin‐Walled Beams Under Watfr Loading,” Journal of Structural Engineering, ASCE, Vol. 110, No. ST11, Nov. 1984, pp. 2667–2676.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 112 • Issue 8 • August 1986
Pages: 1961 - 1965
Copyright
Copyright © 1986 ASCE.
History
Published online: Aug 1, 1986
Published in print: Aug 1986
Permissions
Request permissions for this article.
Authors
Affiliations
Luis A. Godoy
Assoc. Prof., Dept. of Structures, Natl. Univ. of Córdoba, Casilla de Correo 916, 5000 Córdoba, Argentina
Carlos A. Larsson
Adj. Prof., Dept. of Structures, Natl. Univ. of Córdoba, Casilla de Correo 916, 5000 Córdoba, Argentina
Carlos A. Prato, A. M. ASCE
Prof., Dept. of Structures, Natl. Univ. of Córdoba, Casilla de Correo 916, 5000 Córdoba, Argentina
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.