Open Access
Issue
E3S Web of Conf.
Volume 410, 2023
XXVI International Scientific Conference “Construction the Formation of Living Environment” (FORM-2023)
Article Number 02020
Number of page(s) 9
Section Reliability of Buildings and Constructions
DOI https://doi.org/10.1051/e3sconf/202341002020
Published online 09 August 2023
  1. A.G. Tamrazyan, M.S. Mineev. Textile Industry Technology, 3 (393), pp.159-165 (2021) [Google Scholar]
  2. A.G. Tamrazyan, D.S. Popov, A. Ubysz. IOP Conference Series: Materials Science and Engineering, 913. P. 022012 (2020) [CrossRef] [Google Scholar]
  3. A. A. Prokopovich. Bending resistance of reinforced concrete structures with different conditions of adhesion of longitudinal reinforcement with concrete. - Samara, NVF “Sensors, Modules, Systems”, (2000). [Google Scholar]
  4. U. Angst, B. Elsener, C.K. Larsen, Vennesland. Cement and Concrete Research. 39 (12): pp.1122-1138 (2009) [CrossRef] [Google Scholar]
  5. M. Babaee, A. Castel. Cement and Concrete Research, 111: pp.56-71. (2018) [Google Scholar]
  6. Y. Cao, C. Gehlen, U. Angst, L. Wang , Z. Wang, Y. Yao. Cement and Concrete Research. 117: pp.58-68 (2019) [CrossRef] [Google Scholar]
  7. V. F. Stepanova, B. V. Gusev, A. S. Faivusovich, N. K. Rosenthal. Mathematical models of concrete corrosion processes. - M.: “TIMR”, (1996). [Google Scholar]
  8. L. Abosrra, A. F. Ashour, M. Youseffi. Construction and Building Materials, 25(10): pp. 3915-3925 (2011) [CrossRef] [Google Scholar]
  9. Ch A. Apostolopoulos, K. Konstantinos. Corrosion Effect on Bond Loss between Steel and Concrete, Structural Integrity and Failure (2020). [Google Scholar]
  10. G. A. Smolyago, A. Dronov. Proceedings of the Southwestern State University. 1(70): pp.43-49 (2017) [CrossRef] [Google Scholar]
  11. M. M. Kholmyansky. Contact of reinforcement with concrete. Moscow: Stroyizdat, (1981) [Google Scholar]
  12. V. Y. Lushnikova, A. G. Tamrazyan. Civil Engineering Journal, 4(80): pp.128-137 (2018) [Google Scholar]
  13. K. Zandi, D. Coronelli. Anchorage capacity of corroded reinforcement: Eccentric pull-out tests on beam-end specimens. In: Report No. 2010-06, Department of Civil and Environmental Engineering. Goteborg, Sweden: Chalmers University of Technology (2010) [Google Scholar]
  14. M. I. Mousa. HBRC Journal, 12: pp. 235-241 (2016) [CrossRef] [Google Scholar]
  15. N.N Trekin, E.N. Kodysh. Bulletin of Science and Research Center “Stroitelstvo”. 1(16): pp. 120-125 (2018) [Google Scholar]
  16. V. I. Pugachev. Calculation of out-of-center compressed flexible reinforced concrete elements for the effect of short-term dynamic loads: dis. candidate of Technical Sciences. Moscow: (1987) [Google Scholar]
  17. Savin S., Kolchunov V., Fedorova N. Reinforced concrete structures, 1: pp.46-54 (2023) [Google Scholar]
  18. Alekseytsev A. Reinforced concrete structures, 2: pp. 3-12 (2023) [Google Scholar]
  19. V. M. Bondarenko, N. V. Klyueva, V. I. Kolchunov, N. B. Androsova. Construction and reconstruction, 4 (42): pp. 3-16 (2012) [Google Scholar]
  20. R. Francois, W. Zhangab, Ruiyan Wanga Yuxin Cai, L. Yuc. Corrosion behavior of stirrups in corroded concrete beams exposed to chloride environment under sustained loading, Construction and Building Materials, 274 (2020) [Google Scholar]
  21. B. Almassri, J. Barros, F. Al-Mahmoud, R. Francois. Composite Structures, 131, pp. 731-741 (2015) [CrossRef] [Google Scholar]
  22. L. Song, Z. Fan, J. Hou. International Journal of Concrete Structures and Materials, 13(1): 24 (2019) [CrossRef] [Google Scholar]

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