Buckling of Column with Base Attached to Elastic Half-Space
Author:
Affiliation:
1. Asst. Prof., Facu. of Tech. Sci., Univ. of Novi Sad, P.O. Box 55, 21121 Novi Sad, Yugoslavia. E-mail: maretic@uns.ns.ac.yu
2. Prof., Facu. of Tech. Sci., Univ. of Novi Sad, P.O. Box 55, 21121 Novi Sad, Yugoslavia. E-mail: atanackovic@uns.ns.ac.yu
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A3%28242%29
Reference14 articles.
1. Alexandrov A. Y. and Soloviev I. Y. ( 1978). Three-dimensional problems of elasticity theory Nauka Moscow (in Russian).
2. Antman S. S. and Cristoforis M. L. ( 1997). “Peculiar instabilities due to the clamping of shearable rods.” Int. J. Non-Linear Mech. 32 31–54.
3. Atanackovic T. M. ( 1997). Stability theory of elastic rods World Scientific River Edge N.J.
4. Atanackovic T. M. Maretic R. B. and Milidragovic J. M. ( 1999). “On the stability of an elastic column positioned on an elastic half-space.” Archives of Appl. Mech. 69 94–104.
5. Atanackovic T. M. and Spasic D. T. ( 1991). “Effect of shear and compressibility on stability of a heavy column with an end load.” Q. J. Mech. Appl. Math. 44 601–617.
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