Calculation of pipeline branches with considering nonlinearity of elastic base

Author:

Ostonov T. K.,Shukurov Sh. N.,Naxalboyev N.,Jalilov N.,Jurayeva Z.,Erkinov S.T.

Abstract

When calculating systems on an elastic foundation, the generalized Reissner-Vlasov-Filomenko-Borodich model is traditionally used. Such models are acceptable for small displacements. For large displacements, there are some deviations from reality. The article discusses the calculation of the deformation of an underground pipeline laid on saline soil, corresponding to a nonlinear elastic foundation using a nonlinear model of the type [1], taking into account these shortcomings.

Publisher

EDP Sciences

Subject

General Medicine

Reference20 articles.

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2. Mustafaev A.A. Deformations of saline soils in the foundations of structures. -M.; Stroyizdat, 1988. -290 p., ill.

3. Shulgin D.F. Questions of the dynamics of groundwater and salts in the soils of irrigated lands. Dissertation for the competition of the academic degree. doc. tech. Sciences. M., 1971.

4. Novichkov Yu.N., Kuzmin A.S. Models and methods of statics of layered elastocomposite shells.//Problems of mechanical engineering and automation, issue, 13.-M,-Budapest: ICSTI-Informelectro, 1987.-8s.

5. Aleksandrov A.V. Potapov V.D. Fundamentals of the theory of elasticity and plasticity. – M.: Higher school. 1990.-400 p.

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