Initial crack effect on the strength of oblique cross sections of reinforced concrete beams strengthened with carbon fiber

Alexandr Shilov; Petr Polskoy; Dmitriy Mailyan; Petr Shilov

doi:10.1051/e3sconf/201911001053

All issues

Volume 110 (2019)

E3S Web Conf., 110 (2019) 01053

References

Open Access

Issue		E3S Web Conf. Volume 110, 2019 International Science Conference SPbWOSCE-2018 “Business Technologies for Sustainable Urban Development”


Article Number		01053
Number of page(s)		7
Section		Energy Efficiency in the Construction
DOI		https://doi.org/10.1051/e3sconf/201911001053
Published online		09 August 2019

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W. Li, C.K.Y. Leung, Effect of shear span-depth on mechanical performance of RC beams strengthened in shear with U-wrapping FRP strips, Composite Structures (2017) doi:dx.doi.org/ 10.1016/j.compstruct.2017.06.059 [Google Scholar]
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[1] V. Muradyan, D. Mailyan, A Lyapin, V. Chubarov, IOP Conference Series: Earth and Environmental Science 19. “Energy Management of Municipal Transportation Facilities and Transport, EMMFT 2017”, p. 012032 (2017) [Google Scholar]

[2] D. Mailyan, V. Aksenov, N. Aksenov, Advances in Intelligent Systems and Computing, 692, 536-543 (2018) [CrossRef] [Google Scholar]

[3] P. Polskoy, D. Mailyan, S. Georgiev, V. Muradyan, E3S Web of Conferences (2018) https://doi.org/10.1051/e3sconf/20183302060 [Google Scholar]

[4] P. P. Polskoy, D. R. Mailyan, D. A. Dedukh, S. V. Georgiev, Global Journal of Pure and Applied Mathematics, 2, 1767-1786 (2016) [Google Scholar]

[5] P. P. Polskoy, S. V. Georgiev, V. A. Muradyan, A. A. Shilov, MATEC Web of Conferences 196, 02026 (2018) [CrossRef] [EDP Sciences] [Google Scholar]

[6] P. P. Polskoy, ISSN 1662-9752, 931, p. 315-320. URL: scientific.net/VSF.931.315 [Google Scholar]

[7] N. Spinella, Modeling of Shear Behavior of Reinforced Concrete Beams Strengthened with FRP, Composite Structures (2019) doi:https://doi.org/10.1016/j.compstruct.2019.02.073 [Google Scholar]

[8] M. S. Alam, A. Hussein, Construction and Building Materials, 154, 819–828 (2017) [Google Scholar]

[9] W. Li, C.K.Y. Leung, Effect of shear span-depth on mechanical performance of RC beams strengthened in shear with U-wrapping FRP strips, Composite Structures (2017) doi:dx.doi.org/ 10.1016/j.compstruct.2017.06.059 [Google Scholar]

[10] H. Naderpour, O. Poursaeidi, M. Ahmadi, Shear Resistance Prediction of Concrete Beams Reinforced by FRP Bars Using Artificial Neural Networks, Measurement (2018) doi: https://doi.org/10.1016/j.measurement.2018.05.051 [Google Scholar]

[11] Kourosh Nasrollahzadeh, Reza Aghamohammadi, Engineering Structures, 176, 785–800 (2018) [Google Scholar]

[12] X. Zou, P. Feng, J. Wang, Y. Wu, Y. Feng, FRP stay-in-place form and shear key connection for FRP-concrete hybrid beams/decks, Composite Structures (2018) doi: https://doi.org/10.1016/j.compstruct.2018.03.011 [Google Scholar]

[13] M. A. Colalillo, S. A. Sheikh, Behavior of shear-critical reinforced concrete beams strengthened with fiber-reinforced polymer - experimentation. ACI Struct J, 111(6), 1373-1384 (2014) [Google Scholar]

[14] Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures, ACI 440.2R-08. American Concrete Institute, p. 76 (2008) [Google Scholar]

[15] Eurocode 2: Design of concrete structures - Part 1-1, General rules and rules for buildings, p. 229 (2004) [Google Scholar]