On the Nonlinear Effect of Joint Work of the Basis, Foundation Slab and the Structure

Abstract:

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We have already considered the problem of joint work of structure, foundation slab and basis in [1, 2] (two-layer beam or slab on elastic basis). The distinctive paper is devoted to analysis of two-layer beam-strip on elastic basis, which corresponds to the problem of the plane deformed state. Nonlinear dependence of internal forces on structure height is presented.

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Edited by:

Guangfan Li, Yong Huang and Chaohe Chen

Pages:

3591-3594

DOI:

10.4028/www.scientific.net/AMR.250-253.3591

Citation:

V. I. Andreev et al., "On the Nonlinear Effect of Joint Work of the Basis, Foundation Slab and the Structure", Advanced Materials Research, Vols. 250-253, pp. 3591-3594, 2011

Online since:

May 2011

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Price:

$38.00

[1] Andreev V.I., Barmenkova E.V. Bending a two-layer beam on elastic basis, taking into account the mass forces. XVIII Polish-Russian-Slovak Seminar Theoretical Foundation of Civil Engineering,. Proceedings. Arkhangelsk 01. 07 - 05. 078. 2009. Warszawa, 2009, pp.51-56.

[2] Andreev V. I, Barmenkova Е.V. Calculation of model of system design-base-basis, taking into account shift deformations. Stroitelnaja mehanika i raschet sooruzhenij, #6, 2010, pp.2-5.

[3] Vardanian G.S., Andreev V.I., Atarov N.M., Gorshkov A.A. Strength of materials with the fundamentals of the theory of elasticity and plasticity. Moscow: Izdatel'stvo Infra-M, 2011, – 638 p.

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