Reliability analysis of the existing reinforced concrete beams with normal cracks by rebar strength criteria

Sergey A. Solovyev; Anastasia A. Solovyeva; Alexander A. Kochkin; Timur R. Akhmetov

doi:10.1051/e3sconf/202022001043

All issues

Volume 220 (2020)

E3S Web Conf., 220 (2020) 01043

References

Open Access

Issue		E3S Web Conf. Volume 220, 2020 Sustainable Energy Systems: Innovative Perspectives (SES-2020)


Article Number		01043
Number of page(s)		6
DOI		https://doi.org/10.1051/e3sconf/202022001043
Published online		16 December 2020

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[1] B.S. Rastorguev., V.S. Dahi. Limit-state calculation of reinforced concrete structures with the use of probabilistic method. Ind. and Civ. Eng., 7 (2016). [Google Scholar]

[2] M. Al-Ansari. Reliability and flexural behavior of triangular and T-reinforced concrete beams. Int. jour. of Adv. Struct. Eng., 7 (2015). [Google Scholar]

[3] H.D. Mohammad, J. Fadaee. Probabilistic assessment of torsion in concrete beams externally strengthened with CFRP composites. Mat. and Struct., 47 (2014). [Google Scholar]

[4] E.J. Eom, W.S. Jang, K. Sang-chul. Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma. KSCE Jour. of Civ Eng., 19 (2015). [Google Scholar]

[5] C. Chien-Kuo, F.C. Tu, C.Y. Fan. Risk assessment of environmental corrosion for reinforcing steel bars embedded in concrete in Taiwan. Natu. Haz., 75 (2015). [Google Scholar]

[6] D. Hughi, H. Marzouk. Crack width monitoring system for reinforced concrete beams using piezoceramic sensors. Jour. of Civ.Struc. Heal. Monit., 5 (2015). [Google Scholar]

[7] J. Torres, C. Andrade. Influence of Crack Width on Long Term Degradation of Concrete Structures. Durab. of Reinf. Conc. from Comp. to Prot. 2013. [Google Scholar]

[8] A.F. Sharvil, N. Nikil, G. Shiddhartha. Reliability of a corroded RC beam based on Bayesian updating of the corrosion model. Eng. Struct., 126 (2016). [Google Scholar]

[9] M. Shahnewaz, R. Machial, A. Shahria A. Optimized shear design equation for slender concrete beams reinforced with FRP bars and stirrups using Genetic Algorithm and reliability analysis. Eng. Struct., 107 (2016). [Google Scholar]

[10] H. Xiea, Y. Wanga., R. Zoub. Reliability analysis of RC T-beam highway bridges in China based on a virtual bridge dataset. Eng. Struct., 104 (2015). [Google Scholar]

[11] D. Bigaud, O. Ali. Time-variant flexural reliability of RC beams with externally bonded CFRP under combined fatigue-corrosion actions. Reliability Engineering & System Safety, 131 (2014). [Google Scholar]

[12] N.I. Karpenko, B.S. Sokolov, O.V. Radaykin. To assess the strength, the stiffness, the formation of cracks and their disclosure in the zone of pure bending of the reinforced concrete beams with the application of a nonlinear deformation model. News of High. Educ. Inst. Constr., 7 (2016). [Google Scholar]

[13] D. Dubois, H. Prade. Possibility Theory, Probability Theory and Multiple-valued Logics: A Clarification. Ann. of Math. and Arti. Intell., 32 (2001). [Google Scholar]

[14] L.A. Zadeh. Fuzzy sets. Inf. and Cont., 3 (1965). [Google Scholar]