Have a personal or library account? Click to login
Discrete Representation of Steel–Concrete Composite Beams under Bending Cover

Discrete Representation of Steel–Concrete Composite Beams under Bending

Open Access
|Dec 2025

References

  1. American Association of State Highway and Transportation Officials (AASHTO). 1998. LRFD Bridge Design Specifications, 2nd Edition and Interims. Washington, D.C.
  2. American Institute of Steel Construction (AISC). 1994. Load and Resistance Factor Design – Manual of Steel Construction, Vols. I–II, 2nd Edition. Chicago, Illinois.
  3. Anderson S. R., Edwards, L. S. 1973. Limit State Design of Composite Steel and Concrete Bridges. Conference on Steel Development, Newcastle, N.S.W., North Sydney, 165–176.
  4. Barabash, V. M. 1988. Modeling the Strength of Bending Reinforced Concrete Rods on Computers. In: Abstracts of the 1st All-Union Symposium “Mechanics and Physics of Fracture of Composite Materials and Structures.” Uzhhorod, 4–5.
  5. Barabash, V. M. 1995. Considering the Nonlinearity of Deformation of Reinforced Concrete Rods. In: 2nd International Symposium of Ukrainian Mechanical Engineers in Lviv: Abstracts of Reports. Ukrainian Engineering Society in Lviv, Lviv Polytechnic State University, May 4–6, 1995. Lviv: Lviv Polytechnic State University Press, 42–43.
  6. Blikharskyy, Y., Selejdak, J., 2021. Influence of the percentage of reinforcement damage on the bearing capacity of RC beams, Construction of Optimized Energy Potential (CoOEP), 10(1), 145-150, DOI: 10.17512/bozpe.2021.1.15
  7. Bouda, M. 1976. Konstrukční systém VIP. Pozemní stavby, No. 5.
  8. CEB-FIP Model Code. 1990. Bulletin Deformation, No. 195.
  9. Composite Construction – Conventional and Innovative. 1997. International Conference Report. Innsbruck, 958 p.
  10. Composite Construction III. 1996. International Conference Report. Irsee, 382 p.
  11. Ivković, D., Arsić, D., Adamovic, D., Nikolić, R. R., Mitrović, A., Bokůvka, O. 2024. Predicting the mechanical properties of stainless steels using Artificial Neural Networks. Production Engineering Archives, 30(2), 225–232. DOI: 10.30657/pea.2024.30.21
  12. Jura, J., & Pawlik, P. (2024). Energy and economic analysis of material and construction solutions for multi-family building external partitions – a case study. Archives of Engineering Knowledge, 10(1), 1–5.
  13. Klymenko, F. Ye., Barabash, V. M., Shmyh, R. A., Fabryka, Yu. M. 2002. Influence of Anchors on the Development of Shear in Composite Steel-Concrete Beam Structures. Collection of Scientific Papers, Issue 8. Rivne, 130–136.
  14. Klymenko, F. Ye., Nishchenko, I. O., Barabash, V. M., Shmyh, R. A., Fabryka, Yu.M., Fiyalkovskyi, I.S. (2001). Modeling the Behavior of Beam Structures Working in Bending. Collection of Scientific Papers, Issue 7. Rivne, 155–262.
  15. Klymenko, F. Ye., Shevchuk, S. H., Bilozir, V. V., Shmyh, R. A. 2008. Load-Bearing Capacity and Deformability of Three-Span Beam Slabs Using External Reinforcement of Corrugated Steel Sheets. In: Proceedings of the VI Scientific and Technical Conference “Resource-Efficient Materials, Structures, Buildings, and Constructions.” Rivne: National University of Water Management, 195–202.
  16. Klymenko, F. Ye., Shevchuk, S. H., Bilozir, V. V., Shmyh, R. A. 2007a. Modeling the Behavior of a Steel-Concrete Slab under Load. Bulletin of Lviv State Agrarian University: Architecture and Agricultural Construction, No. 8. Lviv: Lviv State Agrarian University, 401–408.
  17. Klymenko, F. Ye., Shevchuk, S. H., Shmyh, R. A. 2007b. Theoretical Principles of Modeling the Stress-Strain State of Steel-Concrete Slabs Reinforced with External Corrugated Decks. Bulletin of the National University “Lviv Polytechnic”, No. 602. Lviv: NU “Lviv Polytechnic”, 110–115.
  18. Klymenko, F. Ye., Shmyh, R. A. 1994. Calculation Model of Stress State and Stress Computation in the Cross-section of a Steel-Concrete Rod under Bending. In: Materials of the International Scientific and Practical Conference “Improvement of Building Materials, Technologies, and Calculation Methods of Structures in New Economic Conditions.” Sumy, 45–81.
  19. Kopiika, N., Klym, A., Blikharskyy, Y., Katunský, D., Popovych, V., Blikharskyy, Z. 2024. Evaluation of the stress-strain state of the RC beam with the use of DIC. Production Engineering Archives, 30(4), 463–476. DOI: 10.30657/pea.2024.30.44
  20. Pysarenko, H. S., Kvitka, O. L., Umanskyi, E. S. 2004. Strength of Materials: Textbook. Kyiv: Vyshcha Shkola, 655 p.
  21. Respondek, Z., & Szala, B. (2024). Research on labour inputs in a road construction company – case study. Archives of Engineering Knowledge, 10(1), 6–11. DOI: 10.30657/aek.2024.10.2
  22. Shevchuk, S. H., Bilozir, V. V., Shmyh, R. A. 2010. Load-Bearing Capacity and Deformability of Steel-Concrete Roof Structures. Lviv: Liha-Press, 117 p.
  23. Tereshko A., Blikharskyy Y., 2024. Research into the bearing capacity of reinforced concrete bent elements strengthened by the FRCM system, Construction of Optimized Energy Potential (CoOEP), 13, 246-252, DOI: 10.17512/bozpe.2024.13.25
Language: English
Page range: 560 - 570
Submitted on: Dec 11, 2025
|
Accepted on: Dec 31, 2025
|
Published on: Dec 31, 2025
In partnership with: Paradigm Publishing Services
Publication frequency: 1 issue per year

© 2025 Roman Shmyh, Taras Shchur, Adam Idzikowski, published by Quality and Production Managers Association
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.