Open Access
Issue
BIO Web Conf.
Volume 107, 2024
19th International Conference Water and Wastewater: Transportation, Treatment, Management “Yakovlev Readings” (YRC-2024)
Article Number 06008
Number of page(s) 9
Section Technology and Organization of Construction
DOI https://doi.org/10.1051/bioconf/202410706008
Published online 07 May 2024
  • Mutsuyoshi, H., Murata, M. (2023). Introduction to New Recommendation for Design and Construction of Concrete Structures Using FRP in Japan. In: Ilki, A., Çavunt, D., Çavunt, Y.S. (eds) Building for the Future: Durable, Sustainable, Resilient. fib Symposium 2023. Lecture Notes in Civil Engineering, vol 350. Springer, Cham. https://doi.org/10.1007/978-3-031-32511-3_99 [Google Scholar]
  • ACI 440-11 (2022). Building Code Requirements for Structural Concrete Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Bars—Code and Commentary. [Google Scholar]
  • AASHTO (2018). LRFD Bridge design guide specifications for GFRP reinforced concrete - 2nd edition. [Google Scholar]
  • Kh. Mohamed, B. Benmokrane. Recent Canadian Developments Related to FRP Reinforcement for Sustainable and Resilient Concrete Structures, Design Codes, and Field Applications in Infrastructures and Buildings. In book: Building for the Future: Durable, Sustainable, Resilient. June 2023 DOI:10.1007/978-3-031-32519-9_1 [Google Scholar]
  • CSA Group et al. CSA S6: 19–Canadian highway bridge design code //Canadian Standards Association, Mississauga, Ontario, Canada. – 2019. [Google Scholar]
  • Chataigner, S., Michel, L., Benzarti, K., Ferrier, E., Ghorbel, E., Jandin, P., Pruvost, A., Quiertant, M., & Rolland, A. (2023, July 5). USE OF FRP REBARS IN REINFORCED CONCRETE STRUCTURES: AN OVERVIEW OF THE 2021 FRENCH GUIDELINE FROM AFGC. 11th International Conference on Fiber-Reinforced Polymer (FRP) Composites in Civil Engineering (CICE 2023), Rio de Janeiro, Brazil. https://doi.org/10.5281/zenodo.8117439 [Google Scholar]
  • AFGC (2021). Utilisation d’armatures composites (à fibres longues et à matrice organique) pour le béton armé), 262p. [Google Scholar]
  • Torres, L., Guadagnini, M., Barris, C., Matthys, S., Oller, E., Baena, M. (2023). Model Code Approach to the SLS Design of FRP Reinforced Concrete Elements. In: Ilki, A., Çavunt, D., Çavunt, Y.S. (eds) Building for the Future: Durable, Sustainable, Resilient. fib Symposium 2023. Lecture Notes in Civil Engineering, vol 350. Springer, Cham. https://doi.org/10.1007/978-3-031-32511-3_95 [Google Scholar]
  • Du Béton F. I. fib model code for concrete structures 2010. – Wiley-vch Verlag Gmbh, 2013. [Google Scholar]
  • CEN E. 2, Design of concrete structures. Part 1-1: General rules–Rules for buildings, bridges and civil structures. – prEN 1992-1-1: 2022, version of November 10, 2022, available at both UNE and CEN websites, 2022. [Google Scholar]
  • Afifi M.Z., Mohamed H.M. & Benmokrane B. Axial capacity of circular concrete columns reinforced with GFRPbars and spirals // Journal of Composites for Construction, ASCE, Volume 18, no. 1, Feb. 2014, p. 04013017. DOI:10.1061/(ASCE)CC.1943-5614.0000438. [Google Scholar]
  • Prajapati, G.N., Farghaly, A.S., and Benmokrane, B. (2023). “ Behavior of GFRP-Reinforced Concrete Columns Subjected to Simulated Seismic Load.” ACI Structural Journal. [Google Scholar]
  • Jordan K. Carrette, Zahra Kharal, Shamim A. Sheikh. Large Concrete Columns Internally Reinforced with GFRP Spirals Subjected to Seismic Loads. February 2021Journal of the Construction Division 25(3) DOI: 10.1061/(ASCE)CC.1943-5614.0001121. [Google Scholar]
  • Stepanova V.F., Muhamediev T.A., Kudyakov K.L., Buchkin A.V., YUrin E.YU. Eksperimental'nye issledovaniya prochnosti szhatyh betonnyh elementov, armirovannyh kompozitnoj polimernoj armaturoj. Vestnik NIC «Stroitel'stvo». 2022;33(2):173-182. https://doi.org/10.37538/2224-9494-2022-2(33)-173-182. [Google Scholar]
  • Lapshinov A.E., Gorbunov I.A., Кaкusha V.A. Strength investigation of short concrete columns reinforced with GFRP reinforcement. AIP Conference Proceedings 2023 2497, 020052. https://doi.org/10.1063/5.0103508. [Google Scholar]
  • SP 295.1325800.2017. Svod pravil. Konstrukcii betonnye, armirovannye polimernoj kompozitnoj armaturoj. Pravila proektirovaniya. Concrete structures reinforced with fibre-reinforced polymer bars. Design rules. OKS 91.080.40. Data vvedeniya 2018-01-12. [Google Scholar]
  • Lapshinov A.E., Tamrazyan A.G. Strength model for calculating centrally compressed concrete elements with composite reinforcement, taking into account the spacing of stirrups // International Journal for Computational Civil and Structural Engineering, 2022 18(2) 163–174. DOI:10.22337/2587-9618-2022-18-2-163-174. [Google Scholar]
  • Tipovoj proekt 901-4-63-83. Pryamougol'nye zhelezobetonnye sbornye emk. Ot 12000 do 20000 kub.m (s primeneniem izdelij promzdanij) GPI Soyuzvodokanalproekt i CNIIpromzdanij pri uchastii NIIZHB. Al'bomy I-VII. 1983 g. [Google Scholar]
  • Tamrazyan, A.G. K raschetu nesushchej sposobnosti zhelezobetonnyh kolonn s uchetom diagrammy deformirovaniya ogranichennogo betona // № 5 (377). Tekhnologiya tekstil'noj promyshlennosti, 2018, S. 217-220. [Google Scholar]
  • Lapshinov, A.E., Madatyan, S.A. Concrete columns reinforced with GFRP and BFRP // 11th International Conference on Fiber Reinforced Polymers in Reinforced Concrete Structures. Guimaraes, Portugal. 2013. [Google Scholar]
  • Wei Dong, Zhimin Wu, Xiangming Zhou, Hui Huang, Experimental study of equal biaxial-to-uniaxial compressive strength ratio of concrete at early ages, Construction and Building Materials, Volume 126, 2016, Pages 263-273, ISSN 0950-0618, https://doi.org/10.1016/j.conbuildmat.2016.09.040. [Google Scholar]

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