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A Journal of Russian Academy of Sciences
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IssuesArchive of Issues2006-2pp.87-92

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D. A. Gulyaev, A. A. Zagordan, and V. I. Shalashilin, "Some nonconventional buckling problems for a beam under transverse loads," Mech. Solids. 41 (2), 87-92 (2006)
Year 2006 Volume 41 Number 2 Pages 87-92
Title Some nonconventional buckling problems for a beam under transverse loads
Author(s) D. A. Gulyaev (Moscow)
A. A. Zagordan (Moscow)
V. I. Shalashilin (Moscow)
Abstract In contrast to L. Euler's classical problem of buckling of a beam under longitudinal compressive loads, we consider the buckling of a beam subjected to transverse loads that preserve their orientation when the beam is deformed. Flexural and torsional buckling modes are studied. To identify a shear buckling mode, the Timoshenko model [1] is used.
References
1.  S. P. Timoshenko, A Course in Elasticity [in Russian], Naukova Dumka, Kiev, 1972.
2.  A. G. Gorshkov and V. N. Troshin, Strength of Materials [in Russian], Fizmatlit, Moscow, 2002.
3.  V. N. Paimushin and V. I. Shalashilin, "Refined equations for bending with moderate rotation of sandwich shells and shear buckling modes," Doklady RAN, Vol. 392, No. 2, pp. 195-200, 2003.
Received 17 March 2005
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