concconcЖелезобетонные конструкцииReinforced concrete structures2949-16222949-1614Национальный исследовательский Московский государственный строительный университет10.22227/2949-1622.2025.3.3-20concconc-77Research ArticleТЕОРИЯ БЕТОНА И ЖЕЛЕЗОБЕТОНАTHEORY OF CONCRETE AND REINFORCED CONCRETEАнализ поведения спирально армированных железобетонных колонн из высокопрочного бетона при центральном сжатииAnalysis of the Behavior of Spirally Reinforced High-Strength Concrete Columns under Central Compressionhttps://orcid.org/0000-0003-0569-4788ТамразянА. Г.TamrazyanA. G.

Ашот Георгиевич Тамразян, член-корреспондент РААСН, доктор технических наук, профессор, заведующий кафедрой железобетонных и каменных конструкций

129337, г. Москва, Ярославское шоссе, д. 26

Scopus: 55975413900, ResearcherID: T-1253-2017

Ashot G. Tamrazyan, Corresponding Member of RAACS, Doctor of Technical Sciences, Professor, Head of Department of Reinforced Concrete and Masonry Structures

26 Yaroslavskoe shosse, Moscow, 129337

Scopus: 55975413900, ResearcherID: T-1253-2017

tamrazian@mail.ruНациональный исследовательский Московский государственный строительный университет (НИУ МГСУ)РоссияMoscow State University of Civil Engineering (National Research University) (MGSU)202530092025113320Copyright © Тамразян А.Г., 20252025Тамразян А.Г.Tamrazyan A.G.This work is licensed under a Creative Commons Attribution 4.0 License.https://www.g-b-k.ru/jour/article/view/77

В данной статье представлен обзор литературы по экспериментальным исследованиям железобетонных колонн при центральном сжатии. Рассматриваемые исследования включают ряд экспериментальных испытаний спирально армированных бетонных колонн. Рассматриваются и подробно обсуждаются колонны из ВПБ с круглым или прямоугольным поперечным сечением. Показано, что значительного повышения прочности и пластичности высокопрочных бетонных колонн можно добиться при использовании адекватного количества спиральной арматуры. Объемное содержание спиральной арматуры, шаг расположения и прочность бетона влияют на напряженно-деформированное состояние ограниченного бетона в высокопрочных железобетонных колоннах. Практически во всех случаях увеличение объемного содержания спиральной арматуры приводит к повышению прочности и пластичности ограниченного бетонного ядра, а также к увеличению напряжений в спиральной арматуре при достижении бетоном максимальной прочности.

This article presents a literature review of experimental studies of reinforced concrete columns under central compression. The studies reviewed include a number of experimental tests of spiral-reinforced concrete columns. Columns made of high-strength concrete with circular or rectangular cross-sections are considered and discussed in detail. It is shown that a significant increase in the strength and ductility of high-strength concrete columns can be achieved by using an adequate amount of spiral reinforcement. The volumetric content of spiral reinforcement, the spacing, and the strength of concrete affect the stress-strain state of confined concrete in high-strength reinforced concrete columns. In almost all cases, an increase in the volumetric content of spiral reinforcement leads to an increase in the strength and ductil-ity of the confined concrete core, as well as to an increase in the stresses in the spiral reinforcement when the concrete reaches its maximum strength. 

железобетонная колоннавысокопрочный бетонспиральное армированиеограниченный бетонreinforced concrete columnhigh-strength concretespiral-reinforcedconfined concreteReferencesAmerican Concrete Institute. Building Code Requirements for Reinforced Concrete (ACI 318–95). ACI, Detroit, 1995.American Concrete Institute. Building Code Requirements for Reinforced Concrete (ACI 318–95). ACI, Detroit, 1995.Canadian Standards Association. Design of Concrete Structures — Structures Design (CSA Standard A23.3–94). Canadian Standards Association, Rexdale, Ontario, 1994. 217 p.Canadian Standards Association. Design of Concrete Structures — Structures Design (CSA Standard A23.3–94). Canadian Standards Association, Rexdale, Ontario, 1994. 217 p.Тамразян А.Г. К расчету несущей способности железобетонных колонн с учетом диаграммы деформирования ограниченного бетона // Известия высших учебных заведений. Технология текстильной промышленности. 2018. № 5 (377). С. 217–220.Tamrazyan A.G. On the calculation of the bearing capacity of reinforced concrete columns taking into account the deformation diagram of confined concrete. News of higher educational institutions. Technology of the textile industry. 2018; 5(377):217-220. (in Russian).Iyengar K.T.S.R., Desayi P., Reddy K.N. Stress-Strain Characteristics of Concrete Confined in Steel Binders // Magazine of Concrete Research. 1970. Vol. 22. No. 72. Pp. 173–184.Iyengar K.T.S.R., Desayi P., Reddy K.N. Stress-Strain Characteristics of Concrete Confined in Steel Binders. Magazine of Concrete Research. 1970; 22(72):173-184.Mander J.B., Priestly M.J.N., Park R. Observed Stress-Strain Behavior of Confined Concrete // Journal of Structural Engineering. ASCE. 1988. Vol. 114. No. 8. Pp. 1827–1849.Mander J.B., Priestly M.J.N., Park R. Observed Stress-Strain Behavior of Confined Concrete. Journal of Structural Engineering. ASCE. 1988; 114(8):1827-1849.Tokiucu M.T. Behavior of Reinforced Concrete Columns Confined with Circular Spirals and Hoops. M.A.Sc. Thesis, Department of Civil Engineering, University of Toronto, Toronto, 1992.Tokiucu M.T. Behavior of Reinforced Concrete Columns Confined with Circular Spirals and Hoops. M.A.Sc. Thesis, Department of Civil Engineering, University of Toronto, Toronto, 1992.Sheikh S.A., Tokiucu M.T. Reinforced Concrete Columns Confined by Circular Spirals and Hoops // ACI Structural Journal. 1993. Vol. 90. No. 5. Pp. 542–553.Sheikh S.A., Tokiucu M.T. Reinforced Concrete Columns Confined by Circular Spirals and Hoops. ACI Structural Journal. 1993; 90(5):542-553.Richart F.E., Brandtzaeg A., Brown R.L. A Study of the Failure of Concrete Under Combined Compression Stresses. University of Illinois, Engineering Experimental Station, 1928. No. 185. 104 p.Richart F.E., Brandtzaeg A., Brown R.L. A Study of the Failure of Concrete Under Combined Compression Stresses. University of Illinois, Engineering Experimental Station, 1928; 185:104.Лапшинов А.Е., Тамразян А.Г. К влиянию поперечного армирования на прочность и деформативность сжатых бетонных элементов, армированных композитной полимерной арматурой // Строительство и реконструкция. 2018. № 4 (78). С. 20–30.Lapshinov A.E., Tamrazyan A.G. To the influence of transverse reinforcement to strength and deformability of concrete compressive members reinforced with FRP reinforcement. Building and Reconstruction. 2018; (4):20-30. (in Russian).Abdelaziz Y., Sami W. Experimental Investigation of the Confinement of Concrete Columns with Welded Wire Reinforcement // Buildings. 2025. No. 15 (9). Р. 1494. DOI: 10.3390/buildings15091494Abdelaziz Y., Sami W. Experimental Investigation of the Confinement of Concrete Columns with Welded Wire Reinforcement. Buildings. 2025; 15(9):1494. DOI: 10.3390/buildings15091494Mau S.T., Holland J., Hong L. Small-Column Compression Tests on Concrete Confined by WWF // J. Struct. Eng. 1998. Vol. 124. Pp. 252–261.Mau S.T., Holland J., Hong L. Small-Column Compression Tests on Concrete Confined by WWF. J. Struct. Eng. 1998; 124:252-261.Lambert-Aikhionbare N., Tabsh S.W. Confinement of high-strength concrete with welded wire reinforcement // Struct. J. 2001. Vol. 98. Pp. 677–685.Lambert-Aikhionbare N., Tabsh S.W. Confinement of high-strength concrete with welded wire reinforcement. Struct. J. 2001; 98:677-685.Tabsh S.W. Stress-Strain Model for High-Strength Concrete Confined by Welded Wire Fabric // J. Mater. Civ. Eng. 2007. Vol. 19. Pp. 286–294.Tabsh S.W. Stress-Strain Model for High-Strength Concrete Confined by Welded Wire Fabric. J. Mater. Civ. Eng. 2007; 19:286-294.Tahir M.F., Khan Q.U.Z., Shabbir F., Ijaz N., Malik A.A. Performance of RC columns confined with welded wire mesh around external and internal concrete cores // University of Engineering and Technology Taxila. Tech. J. 2017. Vol. 22. P. 8.Tahir M.F., Khan Q.U.Z., Shabbir F., Ijaz N., Malik A.A. Performance of RC columns confined with welded wire mesh around external and internal concrete cores. University of Engineering and Technology Taxila. Tech. J. 2017; 22:8.El-Kholy A.M., El-Mola S.A., El-Aziz M.A.A., Shaheen A.A. Effectiveness of Combined Confinement with Metal Meshes and Ties for Preloaded and Post-Heated RC Short Columns // Arab. J. Sci. Eng. 2018. Vol. 43. Pp. 1875–1891.El-Kholy A.M., El-Mola S.A., El-Aziz M.A.A., Shaheen A.A. Effectiveness of Combined Confinement with Metal Meshes and Ties for Preloaded and Post-Heated RC Short Columns. Arab. J. Sci. Eng. 2018; 43:1875-1891.Abadel A.A., Masmoudi R., Khan M.I. Axial behavior of square and circular concrete columns confined with CFRP sheets under elevated temperatures: Comparison with welded-wire mesh steel confinement // Structures. 2022. Vol. 45. Pp. 126–144.Abadel A.A., Masmoudi R., Khan M.I. Axial behavior of square and circular concrete columns confined with CFRP sheets under elevated temperatures: Comparison with welded-wire mesh steel confinement. Structures. 2022; 45:126-144.El-Kholy A.M., Dahish H.A. Improved confinement of reinforced concrete columns // Ain Shams Eng. J. 2016. Vol. 7. Pp. 717–728.El-Kholy A.M., Dahish H.A. Improved confinement of reinforced concrete columns. Ain Shams Eng. J. 2016; 7:717-728.Chongchi Hou, Wenzhong Zheng. Review of studies on concrete columns confined by lateral reinforcement under axial compression and lateral cyclic loading. DOI: 10.1002/suco.202200522Chongchi Hou, Wenzhong Zheng. Review of studies on concrete columns confined by lateral reinforcement under axial compression and lateral cyclic loading. DOI: 10.1002/suco.202200522Heon-Soo Chung, Keun-Hyeok Yang, Young-Ho Lee, Hee-Chang Eun. Strength and ductility of laterally confined concrete columns // Canadian Journal of Civil Engineering. 2002. Vol. 29. Nо. 6. Pp. 820–830. DOI: 10.1139/l02-084Heon-Soo Chung, Keun-Hyeok Yang, Young-Ho Lee, Hee-Chang Eun. Strength and ductility of laterally con-fined concrete columns. Canadian Journal of Civil Engineering. 2002; 29(6):820-830. DOI: 10.1139/l02-084Park R., Priestley N.M.J., Gill W.D. Ductility of Square-Confined Concrete Columns // Journal of the Structural Division List of Issues. 2021. Vol. 108. No. 4. Pp.929–950. DOI: 10.1061/JSDEAG.0005933Park R., Priestley N.M.J., Gill W.D. Ductility of Square-Confined Concrete Columns. Journal of the Structural Division List of Issues. 2021; 108(4):929-950. DOI: 10.1061/JSDEAG.0005933Guadagnuolo M., Tafuro A.D.A., Faella G. Experimental Behavior of Concrete Columns Confined by Transverse Reinforcement with Different Details // The Open Construction & Building Technology Journal. 2020. DOI: 10.2174/1874836802014010250Guadagnuolo M., Tafuro A.D.A., Faella G. Experimental Behavior of Concrete Columns Confined by Transverse Reinforcement with Different Details. The Open Construction & Building Technology Journal. 2020. DOI: 10.2174/1874836802014010250Carrasquiilo R.L., Nilson A.H., Slate F.D. Microcracking and Behavior of High Strength Concrete Subjected to Short-Term Loading // ACI Journal. 1981. Vol. 78. No. 3. Pp.179–186.Carrasquiilo R.L., Nilson A.H., Slate F.D. Microcracking and Behavior of High Strength Concrete Subjected to Short-Term Loading. ACI Journal. 1981; 78(3):179-186.Smodi M.M., Slate F.O. Microcracking of High and Normal Strength Concrete Under Short- and Long-Term Loading // ACI Materials Journal. 1989. Vol. 86. No. 2. Pp. 117–127.Smodi M.M., Slate F.O. Microcracking of High and Normal Strength Concrete Under Short- and Long-Term Loading. ACI Materials Journal. 1989; 86(2):117-127.Park R., Paulay T. Reinforced Concrete Structures. John Wiley & Sons, New York, 1975.Park R., Paulay T. Reinforced Concrete Structures. John Wiley & Sons, New York, 1975.Considere A. Experimental Researches on Reinforced Concrete. Tr. and Arr. By Leon S. Moisseiff, McGraw Publishing Co., New York, 1903. 188 p.Considere A. Experimental Researches on Reinforced Concrete. Tr. and Arr. By Leon S. Moisseiff, McGraw Publishing Co., New York, 1903; 188.Richart F.E., Brandtzaeg A., Brown R.L. The Failure of Plain and Spirally Reinforced Concrete in Compression. University of Illinois, Engineering Experimental Station, 1929. No. 190. 72 p.Richart F.E., Brandtzaeg A., Brown R.L. The Failure of Plain and Spirally Reinforced Concrete in Compression. University of Illinois, Engineering Experimental Station, 1929; 190:72.Slater W.A., Lyse I. First Progress Report on Column Tests at Lehigh University // ACI Journal. 1931. Vol. 27. Pp. 677–730.Slater W.A., Lyse I. First Progress Report on Column Tests at Lehigh University. ACI Journal. 1931; 27:677-730.Richart F.E., Staehle G.C. First Progress Report on Column Tests at University of Illinois // ACI Journal. 1931. Vol. 27. Pp. 731–760.Richart F.E., Staehle G.C. First Progress Report on Column Tests at University of Illinois. ACI Journal. 1931; 27:731-760.ACI Committee 105. Reinforced Concrete Column Investigation — Tentative Final Report of Committee 105 // ACI Journal. 1933. Vol. 29. Pp. 275–282.ACI Committee 105. Reinforced Concrete Column Investigation — Tentative Final Report of Committee 105. ACI Journal. 1933; 29:275-282.Richart F.E. The Structural Effectiveness of Protective Shells on Reinforced Concrete Columns // ACI Journal. 1946. Vol. 18. No. 4. Pp. 353–363.Richart F.E. The Structural Effectiveness of Protective Shells on Reinforced Concrete Columns. ACI Journal. 1946; 18(4)353-363.Bjerkeli L., Tomaszewica A., Jensen J.J. Deformation Properties and Ductility of High Strength Concrete // Utilization of High Strength Concrete — Second International Symposium. SP-121. American Concrete Institute, Detroit, 1990. Pp. 215–238.Bjerkeli L., Tomaszewica A., Jensen J.J. Deformation Properties and Ductility of High Strength Concrete. Uti-lization of High Strength Concrete — Second International Symposium. SP-121. American Concrete Institute, Detroit, 1990; 215-238.Hwee Y.S., Rangan B.V. Studies on Commercial High-Strength Concretes // ACI Materials Journal. 1990. Vol. 87. No. 5. Pp. 440–445.Hwee Y.S., Rangan B.V. Studies on Commercial High-Strength Concretes. ACI Materials Journal. 1990; 87(5):440-445.Bresler B., Gilbert P.H. Tie Requirements for Reinforced Concrete Columns // ACI Journal. 1961. Vol. 58. No. 5. Pp. 555–569.Bresler B., Gilbert P.H. Tie Requirements for Reinforced Concrete Columns. ACI Journal. 1961; 58(5):555-569.Mau S.T. Effect of Tie Spacing on Inelastic Buckling of Reinforcing Bars // ACI Structural Journal. 1990. Vol. 87. No. 6. Pp. 671–677.Mau S.T. Effect of Tie Spacing on Inelastic Buckling of Reinforcing Bars. ACI Structural Journal. 1990; 87(6):671-677.Razvi S.R., Saatcioglu M. Strength and Deformabilty of Confined High-Strength Concrete Columns // ACI Structural Journal. 1994. Vol. 91. No. 6. Pp. 678–687.Razvi S.R., Saatcioglu M. Strength and Deformabilty of Confined High-Strength Concrete Columns. ACI Struc-tural Journal. 1994; 91(6):678-687.Saatcioglu M., Razvi S.R. Strength and Ductilty of Confined Concrete // Journal of Structural Engineering. ASCE. 1992. Vol. 118. No. 6. Pp. 1590–1607.Saatcioglu M., Razvi S.R. Strength and Ductilty of Confined Concrete. Journal of Structural Engineering. ASCE. 1992; 118(6):1590-1607.Canadian Standards Association. Code for the Design of Concrete Structures for Building (CAN 3-A23.3M84). Canadian Standards Association, Rexdale, Ontario, 1984. 281 p.Canadian Standards Association. Code for the Design of Concrete Structures for Building (CAN 3-A23.3M84). Canadian Standards Association, Rexdale, Ontario, 1984; 281.Pillai S.U., Kirk D.W. Reinforced Concrete Design. McGraw-Hill Ryerson Limited, Toronto, 1988.Pillai S.U., Kirk D.W. Reinforced Concrete Design. McGraw-Hill Ryerson Limited, Toronto, 1988.Huang T. On the Formula for Spiral Reinforcement // ACI Journal. 1964. Vol. 61. No. 3. Pp. 351–353.Huang T. On the Formula for Spiral Reinforcement. ACI Journal. 1964; 61(3)351-353.Issa M.A., Tobaa H. Strength and Ductility Enhancement in High-Strength Confined Concrete // Magazine of Concrete Research. 1994. Vol. 46. No. 168. Pp. 177–189.Issa M.A., Tobaa H. Strength and Ductility Enhancement in High-Strength Confined Concrete. Magazine of Concrete Research. 1994; 46(168):177-189.

The authors declare that there are no conflicts of interest present.