Open Access
Issue
E3S Web Conf.
Volume 258, 2021
Ural Environmental Science Forum “Sustainable Development of Industrial Region” (UESF-2021)
Article Number 09027
Number of page(s) 9
Section Energy Efficiency in Construction
DOI https://doi.org/10.1051/e3sconf/202125809027
Published online 20 May 2021
  1. A.G. Tamrazyan, D. Popov, Reduce of bearing strength of the bent reinforced concrete elements on a sloping section with the corrosive damage of transversal armature, Applied Matec Web of Conferences, 117, 00162 (2017). [Google Scholar]
  2. A.G. Tamrazyan, The assessment of reliability of punching reinforced concrete beamless slabs under the influence of a concentrated force at high temperatures, Procedia Engineering, 153, 715-720 (2016). [Google Scholar]
  3. A.G. Tamrazyan, L.A. Avestisyan, Experimental and theoretical study of reinforced concrete elements under different characteristics of loading at high temperatures, Procedia Engineering, 153, 721-725 (2016). [Google Scholar]
  4. A.G. Tamrazyan, Reduce the impact of dynamic strength of concrete under fire conditions on bearing capacity of reinforced concrete columns, Applied Mechanics and Materials, 475-476, 1563-1566 (2014). [Google Scholar]
  5. A.G. Tamrazyan, L.A. Avestisyan, Behavior of compressed reinforced concrete columns under thermodynamic influences taking into account increased concrete deformability, IOP Conference Series: Materials Science and Engineering, 365 (5) 52034 (2018). [Google Scholar]
  6. O.V. Kabantsev, A.G. Tamrazyan, Allowing for changes in the calculated scheme during the analysis of structural behavior, Magazine of civil engineering, 49 (5), 15-26 (2014). [Google Scholar]
  7. A.G. Tamrazyan, L.A. Avestisyan, Estimation of load bearing capacity of eccentrically compressed reinforced concrete elements under dynamic loading in fire conditions, Applied mechanics and materials, 638-640, 62-65 (2014). [Google Scholar]
  8. P. Kumar Mehta, Concrete Structure, Properties, and Materials, Prentice- Hall, Inc., Englewood Cliffs, N.J. 07632 (1993) [Google Scholar]
  9. R.A. Treece, and J.O. Jirsa, Bond Strength of Epoxy-CoatedReinforcing Bars, ACI Materials Journal, 86 (2), 167-174 (1989) [Google Scholar]
  10. L. Amleh, M.S. Mirza, and J. Mirza, Effect of Fly Ash Concrete Mix on Corrosion of Steel Reinforcement, Proceedings of the Annual Conference of the Canadian Society for Civil Engineering, Halifax, Nova Scotia, June10-13, pp. 783-792 (1998) [Google Scholar]
  11. MacGregor, Reinforced concrete mechanics and design Prentice Hall (1997). [Google Scholar]
  12. P.E. Regan, Shear Concrete Society Current Practice Sheet Concrete, 105, 25-26 (1985). [Google Scholar]
  13. R. Tepfers, Bond of FPR reinforcement in concrete: А state-of the art paper Bond and Development of Reinforcement, ACI SP, 180 (1998). [Google Scholar]
  14. C.O. Orangun, J.O. Jirsa, J.E. Breen, A reevaluation of Test Data on Development length and Splices, Journal of ACI, 74 (3) (1997). [Google Scholar]
  15. S. Yoon, Interaction between loading, corrosion, serviceability of reinforced concrete, ACI materials Journal, 97 (6), 637-64 (2000). [Google Scholar]
  16. A. Castel, R. Francois, G. Arliguie, Mechanical behavior of corroded reinforced concrete beams-part 2: bond and notch effect, Material Structure, 233, 539-544 (2000). [Google Scholar]
  17. G. Sterritt, M.K. Chryssanthopoulos, Probabilistic limit state modeling of deteriorating RC bridge using a spatial approach, Proceedings of International Conference on Current and Future Trends in Bridge DesignConstruction and Maintenance, 518-528 (1999). [Google Scholar]
  18. V. Sarveswaran, M.B. Roberts, J.A. Ward, Reliability assessment of deteriorating reinforced concrete beams, Proceedings of Institution of Civil Engineering: Structures & Buildings, 140 239-247 (2000). [Google Scholar]

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