Coupling of the Cylindrical Shell with Side Elements

Author:

Surianinov Mykola1,Neutov Stepan1,Burdeinii Yurii1,Metlizkiy Vitalii1

Affiliation:

1. Odessa State Academy of Civil Engineering and Architecture

Abstract

The paper proposes an analytical method for calculating a long cylindrical shell supported by two identical side elements and loaded with vertical load. The case when the shell is hinged on curvilinear edges is considered, and recommendations for taking into account other boundary conditions are given. No restrictions are imposed on the shape and dimensions of the cross-section of the side element. The proposed algorithm assumes the possibility of implementing two approaches - calculation according to the general semimoment theory and calculation with simplifying hypotheses for flat shells of medium length. In the presented work, the first approach is considered. Mathematically, the problem is reduced to a system of four linear equations. By solving this system, it is possible to determine the forces and displacements due to the action of additional boundary forces, and by adding them with the corresponding components of the momentless stress state, one can obtain the total forces and displacements in the cylindrical shell.

Publisher

Trans Tech Publications Ltd

Reference19 articles.

1. Zhyhalko, Yu.P. (1966). Raschet tonkykh upruhykh tsylyndrycheskykh obolochek na lokalnye nahruzky. [Calculation of thin elastic cylindrical shells for local loads]. Issled. po teor. plastyn y obolochek. 4. 3–41. [in Russian].

2. Vanko, V.Y. (2011). Tsylyndrycheskaia obolochka pod vneshnym davlenyem: neklassycheskoe reshenye zadachy o bolshykh peremeshchenyiakh [Cylindrical shell under external pressure: non-classical solution of the problem of large displacements]. Mekhanyka deformyruemoho tverdoho tela. Vestnyk Nyzhehorodskoho unyversyteta ym. N.Y. Lobachevskoho. 4 (4). 1413–1414. [in Russian].

3. Khalylov, S. A., Kopychko, V. V., Kryvtsov, V. S., Pavlenko, V. N. (2016). Osnovnaia kraevaia zadacha obshchei klassycheskoi teoryy otkrytoi tsylyndrycheskoi obolochky. Osobennosty deformyrovanyia pry zhestkom zashchemlenyy hranychnoho kontura [The main boundary value problem of the general classical theory of an open cylindrical shell. Peculiarities of deformation under rigid pinching of the boundary contour]. Avyatsyonno-kosmycheskaia tekhnyka y tekhnolohyia. 1 (128). 5-17. [in Russian].

4. Simitses, G. J. (1990). Thin Cylindrical Shells. In: Dynamic Stability of Suddenly Loaded Structures. Springer. New York, NY

5. Study of stability loss of cylindrical shell made of composite material;Adegova;The Russian Automobile and Highway Industry Journal,2021

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