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IssuesArchive of Issues2002-6pp.92-97

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A. N. Ali-Zade, "Creep in the design of structures having contact with soil," Mech. Solids. 37 (6), 92-97 (2002)
Year 2002 Volume 37 Number 6 Pages 92-97
Title Creep in the design of structures having contact with soil
Author(s) A. N. Ali-Zade (Baku)
Abstract A variational principle is proposed for the design of structures having contact with soil, with both the structure and the soil exhibiting creep properties. The action of the soil on the structure is described by a modified Winkler model which takes into account the soil creep. The variational principle is used for the investigation of a compressed elastic beam immersed in soil with creep properties. It is shown that for certain values of load and creep parameters, there exists a critical time when buckling occurs.
References
1.  Ya. A. Eyubov, A. N. Ali-Zade, and M. B. Akhundov, Winkler's Method in Soil Base Design [in Russian], Baku, 1999.
2.  S. A. Shesterikov (Editor), Laws of Creep and Long-Term Strength. A Handbook [in Russian], Mashinostroenie, Moscow, 1983.
3.  Yu. N. Rabotnov, Mechanics of Solids [in Russian], Nauka, Moscow, 1988.
4.  M. V. Sergeev, "A mixed variational principle of the theory of creep for problems of long-term strength," Izv. AN. MTT [Mechanics of Solids], No. 6, pp. 112-116, 1982.
5.  A. N. Ali-Zade and Ya. A. Eyubov, "On a variational principle for the calculation of long-term strength of structures," PMM [Applied Mathematics and Mechanics], Vol. 59, No. 5, pp. 853-859, 1995.
Received 8 June 2000
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