• Home
  • Historical notes
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Contacts
en English
  • Українська Українська

UkrainianProfessional Education

  • Submit an article
  • Home
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Search
  • Contacts

Article

  • Read article
  • Download article

Received 30.01.2025

Revised 28.05.2025

Accepted 24.06.2025

Retrieved from Iss. 117, P. 2, 2025

Pages 330 -339

  • 199 Views

Suggested citation

Rykovtsev, O. (2025). RELEVANCE OF USING METHYL METHACRYLATE COMPOSITES FOR REPAIRING DEFECTIVE REINFORCED CONCRETE BRIDGE BEAMS UNDER SERVICE CONDITIONS. Automobile Roads and Road Construction, (117.2), 330-339. https://doi.org/10.33744/0365-8171-2025-117.2-330-339

RELEVANCE OF USING METHYL METHACRYLATE COMPOSITES FOR REPAIRING DEFECTIVE REINFORCED CONCRETE BRIDGE BEAMS UNDER SERVICE CONDITIONS

Oleksii Rykovtsev

Abstract

The work is devoted to substantiating the relevance of using methyl methacrylate compositions to restore the load-bearing capacity of defective reinforced concrete beams of highway bridge superstructures under operational conditions. The aim of the study is to identify the main defects of reinforced concrete beams of highway bridges under service conditions and to justify the use of methyl methacrylate compositions for restoring their loadbearing capacity. Object of research: defective reinforced concrete beams of bridge superstructures. The results of inspections of reinforced concrete beams of highway bridges under operational conditions have shown that in many cases, the beams have various types of defects and damages. Defects such as the destruction of the protective concrete layer, chipping, and spalling of concrete on the beam surfaces due to the impact of oversized vehicles are observed, as well as cases of reinforcement corrosion in bridge beams. These defects lead to a loss of the beams’ load-bearing capacity and a reduction in the service life of bridges. It has been established that the main causes of defects in reinforced concrete beams of highway bridges are the unsatisfactory condition of drainage and waterproofing systems, as well as the impact of oversized road vehicles. The application of methyl methacrylate compositions for restoring the load-bearing capacity of defective reinforced concrete bridge beams using permanent metal formwork has been proposed

Keywords:

reinforced concrete bridge beams, highway bridges, methyl methacrylate compositions, permanent formwork, beam defects

References

  1. Kovalchuk, V., Sobolevska, Yu., Onyshchenko, A., Fedorenko, O., Tokin, O., Pavliv, A., Kravets, I., & Lesiv, J. (2021). Procedure for determining the thermoelastic state of a reinforced concrete bridge beam strengthened with methyl methacrylate. Eastern-European Journal of Enterprise Technologies, 4/7(112), 26-33. doi: 10.15587/1729-4061.2021.238440.
  2. Rykovtsev, O.I., & Kovalchuk, V.V. (2024). Thermo-stressed state of reinforced concrete bridge beams strengthened with methyl methacrylate compositions. In Modern transport technologies: Proceedings of the 16th international scientific and practical conference of students and young scientists named after Heorhii Kirpa (pp. 66-67). Lviv.
  3. Yan, Y., Wu, D., & Li, Q. (2018). A three-dimensional method for the simulation of temperature fields induced by solar radiation. Advances in Structural Engineering, 22(5), article number 1369433218795254. doi: 10.1177/1369433218795254.
  4. MMA resins: Versatile solutions for concrete repair and coating. (n.d.). Retrieved from https://duraamen.com/blog/mma-resins-versatile-solutions-for-concrete-repair-and-coating/.
  5. Mantawy, I., Chennareddy, R., Genedy, M., & Taha, M.R. (2019). Polymer concrete for bridge deck closure joints in accelerated bridge construction. Infrastructures, 4(2), article number 31. doi: 10.3390/infrastructures4020031.
  6. Abokifa, M., & Moustafa, M.A. (2021). Experimental behavior of poly methyl methacrylate polymer concrete for bridge deck bulb tee girders longitudinal field joints. Construction and Building Materials, 270, article number 121840. doi: 10.1016/j.conbuildmat.2020.121840.
  7. Trykoz, L.V., & Zinchenko, O.S. (2025). Development of polymer-filled compositions for repair of railway transport structures. Bridges and Tunnels: Theory, Research, Practice, 27, 53-61. doi: 10.15802/bttrp2025/333792.
  8. Onyshchenko, A.M., Harkusha, M.V., Fedorenko, O.V., & Harkusha, I.Yu. (2024). Application of waterproofing systems based on methyl methacrylate resin on transport structures. Bridges and Tunnels: Theory, Research, Practice, 25, 74-86.
  9. RV.2.3-37641918-934:2023. (2023). Recommendations for installation of waterproofing systems based on methyl methacrylate resin on transport structures. Kyiv: State Enterprise “UkrNDNC”.
  10. Trykoz, L.V., Zinchenko, O.S., & Nykytynsky, A.V. (2024). Determination of strength and structural characteristics of cement-sand mortars using recycled fillers. Scientific Bulletin of Construction, 111, 72-79.
  11. Ji, K., Yeon, J.H., Min, S.H., & Yeon, K.-S. (2021). Finite element model of concrete repaired by high molecular weight methacrylate (HMWM) and its structural performance. Engineering Structures, 243, article number 112763. doi: 10.1016/j.engstruct.2021.112763.
  12. DSTU B V.2.7-220:2009. (2009). Construction materials. Concretes. Determination of strength by mechanical methods of non-destructive testing. Kyiv: National Standardization Body of Ukraine.
  13. DSTU B V.2.6-145:2010. (2010). Structures of buildings and structures. Protection of concrete and reinforced concrete structures from corrosion. General technical requirements (GOST 31384-2008, NEQ). Kyiv: National Standardization Body of Ukraine.
  14. DSTU 9181:2022. (2022). Guidelines for assessing and predicting the technical condition of highway bridges. Kyiv: National Standardization Body of Ukraine.
Share
Facebook
Twitter
LinkedIn
Email
Telegram
Viber
WhatsApp

https://doi.org/10.33744/0365-8171-2025-117.2-330-339

Address
01010, Ukraine, Kyiv,
1, M. Omelianovycha-Pavlenka Str.


Email
ntu@arrcjournal.org

Main information
  • Aims and Scope
  • Indexing
  • Terms of Publication
  • Editorial Board
  • Publication Ethics
Additional information
  • Complaints Policy
  • Peer Review Process
  • Open Access Policy
  • Anti-plagiarism Policy
  • Generative AI Policy
  • Archiving