Justification of Using Delta-Functions in the Theory of Shells Featuring Irregularities

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The delta-functions are used in calculation of the building structures to determine irregularity places, but the delta-function proper is a limiting function featuring no geometrical interpretation. In order to justify correctness of its application, it is necessary to carry out the limiting transition based on the method of variation limiting transformations. Consideration is given to the shallow shells supported by the narrow ribs or featuring jogs of the middle surface. The places of discrete variation of shell thickness or its curvature will be set by means of singular columnar functions. The limiting transition from such functions to delta-functions is used to obtain correlations for the rib shells and the shells featuring the middle surface. This is the way to justify a possibility of using delta-functions in the theory of shells featuring irregularities. At that, the equilibrium equations get simplified and, at the same time, the calculation accuracy gets lost.

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796-801

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January 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Greben, Е.S. Osnovnyye sootnosheniya tekhnicheskoy teorii rebristykh obolochek [Basic relations of engineering theory of ribbed shells] (1965) Proceedings of the AS of the USSR, Mekhanika, 3, p.81–92. (rus).

Google Scholar

[2] Endgievsky, L.V. Nelineynyye deformatsii rebristykh obolochek [Non-linear deformations of ribbed shells] (1982) Krasnoyarsk: Publishing house of Krasnoyarsk University, 295 p. (rus).

Google Scholar

[3] Mileikovsky, I.Е., Grechaninov, I.P. Ustoychivost pryamougolnykh v plane pologikh obolochek [Stability of shallow shells rectangular in plan] (1969) Calculation of space frames: Collection of articles, М.: Stroiizdat, 12, p.168–176. (rus).

Google Scholar

[4] Mikhailov, B.К. Plastiny i obolochki s razryvnymi parametrami [Plates and shells with rupture parameters] (1980) L.: Publishing house of Leningrad State University, 196 p. (rus).

Google Scholar

[5] Kondratyeva, L.N., Routman, Y.L., Maslennikov, A.M., Golykh, O.V. Analytical method of determining folded depressed shells' free oscillation frequency (2014) Advanced Materials Research, 1020, p.291–296.

DOI: 10.4028/www.scientific.net/amr.1020.291

Google Scholar

[6] Timashev, S.А. Ustoychivost podkreplennykh obolochek [Stability of reinforced shells] (1974) М.: Stroiizdat, 256 p. (rus).

Google Scholar

[7] Ivanov, V.N., Kushnarenko, I.V. Podkrepleniya v variatsionno-raznostnom metode rascheta obolochek slozhnoy formy [Stiffeners in variational-difference method for calculating shells with complex geometry] (2014) Vestnik MGSU, 5, p.25–34. (rus).

DOI: 10.22227/1997-0935.2014.5.25-34

Google Scholar

[8] Mileikovsky, I.Е., Trushin, S.I. Raschet tonkostennykh konstruktsiy [Calculation of thin-walled structures] (1989) М.: Stroiizdat, 200 p. (rus).

Google Scholar

[9] Bagdasaryan, A.A., Malyutin, I.S. Free vibrations and stability of a structurally-orthotropic cylindrical composite shell reinforced by discretely-placed lengthwise ribs (1990) Mechanics of Composite Materials, Vol. 25, Issue 6, p.718–722.

DOI: 10.1007/bf00613360

Google Scholar

[10] Habib, A. Analogue mechanism technique for ribbed cylindrical shell roof (1977) Building and Environment, Vol. 12, Issue 4, p.241–249.

DOI: 10.1016/0360-1323(77)90026-9

Google Scholar

[11] Zarutskii, V.A. The Theory and Methods of the Stress–Strain Analysis of Ribbed Shells (2000) International Applied Mechanics, Vol. 36, Issue 10, p.1259–1283.

Google Scholar

[12] Andrianov, I.V. Awrejcewicz Dynamics of folded shells (2003) Journal of Sound and Vibration, Vol. 265, p.689–692.

DOI: 10.1016/s0022-460x(02)01599-7

Google Scholar

[13] Kondratieva, L.N. Technique of analytical defining the free fluctuations frequencies of spatial coverings in the form of polyhedrons (2012) Bulletin of Civil Engineers, 1(30), p.108–111. (rus).

Google Scholar

[14] Karpov, V.V. Ultimate variational transformations method in theory of shells with irregularities (2005) Bulletin of Civil Engineers, 4 (5), p.37–42. (rus).

Google Scholar

[15] Kоrn, G., Kоrn, Т. Spravochnik po matematike (dlya nauchnykh rabotnikov i inzhenerov) [Reference book in mathematics (for research workers and engineers)] (1974) М.: Nauka, 831 p. (rus).

Google Scholar