Effective Elements of Building Structures from Pipe Concrete


Article Preview

The article is devoted to the investigation of pipe-concrete prestressed structural elements with high efficiency. This is due to a more complete use of the strength properties of structural materials in the pipe-concrete beam. The article presents various methods for calculating pipe-concrete elements. The design of a concrete tube with a prestressed element using high-strength concrete is presented. The results of calculations of various designs are shown and the cross-sections of beams for perception of the same bending load are selected. A comparison is made between the consumption of beam materials of various designs. The effectiveness of the use of pipe-concrete elements for receiving bending loads made of high-strength concrete with prestressed reinforcement is shown in comparison with the construction of beams of traditional high-strength concrete, high-strength concrete pipe-concrete with no prestressing of reinforcement and metal beam, mass of the element, consumption of metal and concrete.



Edited by:

Dr. Denis Solovev




O.E. Sysoev et al., "Effective Elements of Building Structures from Pipe Concrete", Materials Science Forum, Vol. 945, pp. 80-84, 2019

Online since:

February 2019




[1] Duvanova I.A., Tube-concrete columns in the construction of high-rise buildings and structures. Construction of unique buildings and structures. 6 (2014) 89-103.

[2] Storozhenko I.L., Calculation of pipe-concrete structures. C. Budivelnyk,(1991).

[3] Gvozdev A.A., Determination of the magnitude of the destructive load for statically indeterminate systems. Project and Standard. 8 (1934) 12-16.

[4] Perederiy .G.P., Tubular fittings. Moscow. Transzheldorizdat.(1945).

[5] Rosnovsky V.A., Pipe-concrete in bridge building. Moscow. Transzheldorizdat. (1963).

[6] Marenin.V.F, Rensky A.B., Strength problems of steel pipes filled with concrete. Materials on metal structures. 4 (1959) 58-64.

[7] Dolzhenko A.A., Investigation of the resistance of pipe-concrete to axial compression: Collection of scientific works. 10 (1964) 31-40.

[8] Eurocode 4: Design of composite steel and concrete structures (BS EN 1994-1-1:2004 published 2005 (EC4), Ref. 1. (2005).

[9] Berg O.Ya., Rozhkov A., Investigation of inelastic deformations and structural changes in high-strength concrete during long-term operation of compressive stresses. Tr. CNIIS. Moscow. 70 (1969).

[10] Kovryga S.V., Strength and deformability in the axial compression of steel pipes filled with concrete: the author's abstract of the dissertation of the candidate of technical sciences 05.23.01 / Kovryga Sergey Vladimirovich. St. Petersburg. (1992).

[11] Efimenko V.I., Strength and deformability of bent pipe-concrete elements: the author's abstract of the dissertation of the candidate of technical sciences: 05.23.01. St. Petersburg. (1989).

[12] Dziuba V.A., Application of the Composite Function of a Compressed Concrete Diagram for the Deformation Evaluation of a Construction.Dziuba V.A. Scientific notes of KnASTU. ll-1 (2014) 109-114.

[13] Dobryshkin A.Yu., Sysoev O.E., Seregin S.V., Popov A.L. Patent RF No. 2015131164. (2016).

[14] Clemens F., Stanić N., Van der schoot W., Langeveld J., Lepot M., Uncertainties associated with laser profiling of concrete sewer pipes for the quantification of the interior geometry. Structure & infrastructure engineering: maintenance, management, life-cycle design & performance. (2015) 1218-1239.

DOI: https://doi.org/10.1080/15732479.2014.945466

[15] Lu k. Xie Q., Fu X., Wang Z., Tang Y., Analysis of the mechanical properties of underground circular concrete drainage pipes. Journal of the balkan tribological association. (2015) 2747-2758.

[16] Rakitin Boris, Ming Xu, Centrifuge modeling of large diameter underground pipes subjected to heavy traffic loads. Bulletin of the South Ural State University. series: construction and architecture. (2016) 31-46.

DOI: https://doi.org/10.1139/cgj-2013-0253

[17] Zhang L., Lu Z., Liu Y., Huang G., Cai L., Verstraete W., De Lourdes Mendoza M., Decrease of dissolved sulfide in sewage by powdered natural magnetite and hematite. The science of the total environment. (2016) 1070-1078.

DOI: https://doi.org/10.1016/j.scitotenv.2016.08.206