TECHNICAL NOTES
Dec 1, 2000
Unilateral Buckling Restrained by Initial Force Supports
Authors: Wayne M. Falk and Sanjay GovindjeeAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 126, Issue 12
Abstract
The common computation for understanding the buckling of reinforcement bars is associated with a unilateral rigid foundation with a set of uniformly spaced spring supports. In this technical note we examine the related situation of a set of uniformly spaced supports that require a finite force to initiate the displacement of the support.
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References
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Bresler, B., and Gilbert, P. H. ( 1961). “Tie requirements for reinforced concrete columns.” ACI J., 58(26), 555–570.
2.
Falk, W. M., and Govindjee, S. ( 1999). “Toward an understanding of the observed buckling modes of reinforcing bars in concrete columns.” Tech. Rep. UCB/SEMM-1999/10, Dept. of Civ. Engrg., University of California, Berkeley, Calif.
3.
Pantazopoulou, S. J. (1998). “Detailing for reinforcement stability in RC members.”J. Struct. Engrg., ASCE, 124(6), 623–632.
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Washizu, K. ( 1968). Variational methods in elasticity and plasticity, 1st Ed., Pergamon, Oxford, U.K.
Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 126 • Issue 12 • December 2000
Pages: 1301 - 1302
History
Received: Oct 6, 1999
Published online: Dec 1, 2000
Published in print: Dec 2000
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Authors
Affiliations
Wayne M. Falk
Sanjay Govindjee
Grad. Student, Dept. of Aerosp. Engrg. and Mech., Univ. of Minnesota. E-mail: [email protected]; formerly, Grad. Student, Dept. of Civ. Engrg., Univ. of California, Berkeley, Berkeley, CA 94720-1710.
Assoc. Prof., Dept. of Civ. and Envir. Engrg., 709 Davis Hall, Univ. of California, Berkeley, Berkeley, CA. E-mail: govindjee@ce. berkeley.edu
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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.