Improving the Reliability of Shell Structures Made of Composite Nanomaterials

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Abstract:

The article dwells upon ensuring the reliability of shell structures used in construction under harsh climatic, technological, and geological conditions by using composite nanomaterials. The technical solutions were brought forward, providing engineering protection to urban development, including retaining and fortifying structures, foundations of buildings and facilities, including transport systems, consisting of soil-filled elements. The paper describes the theoretical and experimental study of these solutions. It is based on the application of technical nanomaterials manufactured for a specific purpose and for the reorganization of the necessary functions.

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Solid State Phenomena (Volume 265)

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365-368

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September 2017

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© 2017 Trans Tech Publications Ltd. All Rights Reserved

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[1] T.Р. Kasharina, V.N. Shkura, D.V. Kasharin, A.V. Burludskaia, Protective structure for emergencies, Invention Russia, 2278200, (2006).

Google Scholar

[2] T.Р. Kasharina, K.S. Kundupyan, E.S. Sidenko, M.J. Klimenko D.V. Kasharin, The device protection system of urban development and the method of its construction, Invention Russia 2604933, (2016).

Google Scholar

[3] T. P Kasharina, A.S. Glagoleva, V. P Dyba, J.V. Galashev, Method to develop soil-reinforced basements and foundations of buildings and structures and device for its realization, Invention Russia, 2415229, (2011).

Google Scholar

[4] T.P. Kasharina, K.V. Rudakov-Grigoriev, Experimental Investigations of the soil foundation bed-engineering constructions system for highways, Bulletin of Volgograd State University of Architecture and Civil Engineering Series: Civil Engineering and Architecture, 11 (2008).

Google Scholar

[5] Certificate of national registration for computer №2010610995 «Soil Fillable shell" Novocherkassk: YURGPU (NPI), (2010).

Google Scholar

[6] Recommendations for use in low-rise construction Soil Fillable elements in strengthening the bases on technological grounds, Yuzhvodoproekt, Rostov-on-Don, (2010).

Google Scholar

[7] K.M. Huberyan, The theory of flexible shells loaded with pressurized liquid or loose bodies. Research on construction theory, Moscow, 4 (1949) 151-158.

Google Scholar

[8] K.M. Huberyan, Rational forms of conduits, tanks and pressure slabs, Gosstroiizdat, Moscow, (1956).

Google Scholar

[9] Yu.L. Sachkov, S.V. Levyakov, Stability of inflectional elasticae centered at vertices or inflection points, Proceedings of the Steklov Institute of Mathematics, 271(1) (2010) 177-192.

DOI: 10.1134/s0081543810040140

Google Scholar

[10] F. Matthews, R. Rawlings, Composite materials, Mechanics and technology, Technosphere, (2004).

Google Scholar

[11] D.V. Kasharin, Protective engineering structures made of composite materials in the water construction, South-Russian State Technical University (NPI), (2012) 51-119.

Google Scholar

[12] T. P Kasharina, D.V. Kasharin, The use of filled soil bases of composite materials for water retaining structures, Proceedings of the International Conference «Deep foundations and problems with the development of underground space», Perm, (2011).

Google Scholar

[13] T.P. Kasharina, О.V. Zhmailova, A.S. Glagoleva, Modern methods of calculating the reinfocement of beds using soil-filled elements in low-rise construction on manmade soil, Low- rise construction within the scope of the National Project Affordable and Comfortable Housting for Russian Citizens, Volgograd, (2009).

Google Scholar

[14] D.V. Kasharin, Protective engineering structures made of composite materials in the construction of water construction: the monography, South-Russian State Technical University (NPI), Novocherkassk, (2012).

Google Scholar

[15] D.V. Kasharin, Method of calculation of soil-reinforced flood beds for mobile structures on soft soils, VNIIG, 264 (2011) 43-55.

Google Scholar

[16] T.P. Kasharina, Reinforced Soil structure in hydraulic engineering. Application of lightweight construction of hydraulic structures in hydraulic engineering, Novocherkassk, (1980).

Google Scholar

[17] E.M. Galeev, Optimization: Theory, examples, tasks, teaching manual, Komkniga, Moscow, (2006).

Google Scholar

[18] Yu.L. Sachkov, S.V. Levyakov, Stability of inflectional elasticae centered at vertices or inflection points, Proceedings of the Steklov Institute of Mathematics, 271(1) (2010) 177-192.

DOI: 10.1134/s0081543810040140

Google Scholar

[19] T.P. Kasharina, D.V. Kasharin, The results of research of soil filled constructions, Internet- vestnik VolgGASU, 2(27) (2013).

Google Scholar

[20] H.B. Harrison, The analysis and behaviour of inflat-table membrane dams under static loading, Proc. Inst. Civ. Eng., 45 (1970) 661-676.

Google Scholar