Analysis of the Stresses of the Wall of a Steel Water Tower

Author:

Skachkov Sergey V.1,Shchutsky Sergei V.1

Affiliation:

1. Don State Technical University

Abstract

We consider the calculation of the wall of a water tower in the form of a welded sheet structure, structurally consisting of a cylindrical vessel with a conical bottom and a roof and a cylindrical support. The creation of the finite element calculation model and determination of the stresses in the tower elements taking into account various features of design, installation and operation of the structure are performed. The questions of local stability of the wall in the joints of cylindrical and conical parts are considered. The necessity of arranging ribs in the conical part along the meridional directions and in the junction points - ring ribs is substantiated.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference10 articles.

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2. S. N. Vinogradov, Design and calculation of elements of thin-walled vessels, Publishing house Penz. state University, Penza, (2004).

3. V. Z. Vlasov, Selected works. General theory of shells (volume 1). Publishing house of the Academy of Sciences of the USSR, Moscow, (1962).

4. V. O. Voloshin, S. V. Skachkov, Experimental study of rigidity and bearing capacity of beam elements from thin-walled steel profiles, Scientific review publishing house: publishing house Nauka obrazovaniya. 11 (2013) 4.

5. V. T. Grozdov, Signs of an emergency condition of bearing structures of buildings and constructions, publishing house kN+, SPb, (2001).

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