Reinforcement of columns using different composite materials

Cover Page

Cite item

Full Text

Abstract

The adoption in construction of composite materials made by combining two or more materials to produce a material with improved properties over the separate components has been steadily increasing over the past decades. In the past few years there have been advances in composite manufacturing technology, increased demand for sustainable and eco-friendly building materials, and the need for materials that are lightweight and easy for transportation. For these reason, architects and civil engineers incorporate composites into structural elements to achieve these desired goals and optimize the cost of construction. One of the most common composite materials that was introduced to the industry is fiber reinforced polymer (FRP), produced by combining fibers (carbon, glass, or aramid) with a polymer matrix (epoxy or polyester). FRP materials are lightweight, durable and corrosion resistant, which makes them ideal for use in a wide range of construction applications. This study aims to propose a comparison between four different methods as a viable solution to strengthen and reinforce column structures. The structural behavior of three different composite materials was investigated. One traditional concrete-steel column was tested in the experiment for comparison. The other three columns were reinforced using carbon fiber reinforced plastic (CFRP), glass fiber reinforced plastic (GFRP) and stainless steel respectively. The obtained experimental results were analyzed, and comparison of three different systems of reinforcement for strengthening columns with composite materials was performed.

About the authors

Galina E. Okolnikova

RUDN University; National Research Moscow State University of Civil Engineering

Email: okolnikova-ge@rudn.ru
ORCID iD: 0000-0002-8143-4614

PhD in Engineering, Associate Professor, Department of Civil Engineering, Academy of Engineering, RUDN University; Associate Professor, Department of Reinforced Concrete and Masonry Structures, National Research Moscow State University of Civil Engineering

Moscow, Russian Federation

Svetlana B. Strashnova

RUDN University

Email: sstrashnova@mail.ru
ORCID iD: 0000-0002-2588-504X

PhD in Chemistry, Associate Professor, Department of General and Inorganic Chemistry, Faculty of Sciences

Moscow, Russian Federation

Sikhanyisiwe Mercy Mabhena

RUDN University

Email: mabhenasikha@gmail.com
ORCID iD: 0009-0005-9130-5823

master's student, Department of Civil Engineering, Academy of Engineering

Moscow, Russian Federation

Stanislav V. Strashnov

RUDN University

Author for correspondence.
Email: shtrafnoy@gmail.com
ORCID iD: 0000-0002-6401-2524

PhD in Engineering, Head of the Department of Applied Informatics and Intelligent Systems in Humanities, Institute of the Russian Language

Moscow, Russian Federation

References

  1. Zadeh H.J., Nanni A. Design of RC columns using glass FRP reinforcement. Journal of Composites for Construction. 2013;17(3):294-304. http://doi.org/10.1061/(ASCE)CC.1943-5614.0000354
  2. Akguzel U., Pampanin S. Assessment and Design procedure for the seismic retrofit of reinforced concrete beam-column joints using FRP composite materials. Journal of Composites for Construction. 2012;16(1):21-34. http://doi.org/10.1061/(ASCE)CC.1943-5614.0000242
  3. Mohamed H.M., Afifi M.Z., Benmokrane B. Performance evaluation of concrete columns reinforced longitudinally with FRP bars and confined with FRP hoops and spirals under axial load. Journal of Bridge Engineering. 2014;19(7):04014020. http://doi.org/10.1061/(ASCE)BE.1943-5592.0000590
  4. Donnini J., Corinaldesi V. Concrete columns confined with different composite materials. MATEC Web of Conferences. 2018;199:09012. http://doi.org/10.1051/matecconf/201819909012
  5. Said A.M., Nehdi M.L. Use of FRP for RC frames in seismic zones. Part II. Performance of steel-free GFRP-reinforced beam-column joints. Applied Composite Materials. 2004;11(4):227-245. http://doi.org/10.1023/B:ACMA.0000035480.85721.b5
  6. Saravanan J., Kumaran G. Joint shear strength of FRP reinforced concrete beam-column joints. Open Engineering. 2011;1(1):89-102. http://doi.org/10.2478/s13531-011-0009-6
  7. Tobbi H., Farghaly A., Benmokrane B. Behavior of concentrically loaded fiber-reinforced polymer reinforced concrete columns with varying reinforcement types and ratios. ACI Structural Journal. 2014;111(2):375-386.
  8. Dawei Z., Qi Z., Xiaoguang F., Shengdun Z. Review on joining process of carbon fiber-reinforced polymer and metal: methods and joining process. Rare Metal Materials and Engineering. 2018;47(12):3686-96. http://doi.org/10.1016/S1875-5372(19)30018-9
  9. Yuan J., Ou Z. Research progress and engineering applications of stainless steel-reinforced concrete structures. Advances in Civil Engineering. 2021;2021:9228493. http://doi.org/10.1155/2021/9228493
  10. Wang H., Shi F., Shen J., Zhang A., Zhang L., Huang H., Liu J., Jin K., Feng L., Tang Zh. Research on the self-sensing and mechanical properties of aligned stainless steel fiber-reinforced reactive powder concrete. Cement and Concrete Composites. 2021;119:104001. https://doi.org/10.1016/j.cemconcomp.2021.104001
  11. Singh S., Angra S. Experimental evaluation of hygrothermal degradation of stainless-steel fibre metal laminate. Engineering Science and Technology, an International Journal. 2018;21(1):170-179. http://doi.org/10.1016/j.jestch.2018.01.002
  12. Rabi M., Cashell K.A., Shamass R. Flexural analysis and design of stainless steel reinforced concrete beams. Engineering Structures. 2019;198:109432. http://doi.org/10.1016/j.engstruct.2019.109432
  13. Ahmed K.S., Habib M.A., Asef M.F. Flexural response of stainless steel reinforced concrete beam. Structures. 2021;34:589-603. http://doi.org/10.1016/j.istruc.2021.08.019
  14. Li Q., Guo W., Liu C., Kuang Y., Geng H. Experimental and theoretical studies on flexural performance of stainless steel reinforced concrete beams. Advances in Civil Engineering. 2020;2020:e4048750. http://doi.org/10.1155/2020/4048750
  15. Chen C., Yang Y., Zhou Y., Xue C., Chen X., Wu H., Sui L., Li X. Comparative analysis of natural fiber reinforced polymer and carbon fiber reinforced polymer in strengthening of reinforced concrete beams. Journal of Cleaner Production. 2020;263:121572. http://doi.org/10.1016/j.jclepro.2020.121572

Supplementary files

Supplementary Files
Action
1. JATS XML

Согласие на обработку персональных данных

 

Используя сайт https://journals.rcsi.science, я (далее – «Пользователь» или «Субъект персональных данных») даю согласие на обработку персональных данных на этом сайте (текст Согласия) и на обработку персональных данных с помощью сервиса «Яндекс.Метрика» (текст Согласия).