Comparative analysis of strength and deformation of reinforced concrete and steel fiber concrete slabs

Mykola Surianinov; Stepan Neutov; Iryna Korneieva

doi:10.1051/e3sconf/202016606003

All issues

Volume 166 (2020)

E3S Web Conf., 166 (2020) 06003

References

Open Access

Issue		E3S Web Conf. Volume 166, 2020 The International Conference on Sustainable Futures: Environmental, Technological, Social and Economic Matters (ICSF 2020)


Article Number		06003
Number of page(s)		7
Section		Sustainable Materials and Technologies
DOI		https://doi.org/10.1051/e3sconf/202016606003
Published online		22 April 2020

N.P. Bleshik, I.V. Koval, Probl. sovr. bet. i zhb. 2, 80–113 (2011) [Google Scholar]
V.I. Pavlenko, V.B. Aronchik, Svojstva fibrobetona i perspektivy ego primeneniya: analiticheskij obzor (1978), p. 57 [Google Scholar]
S.P. Neutov, I.B. Korneyeva. Vis. ODABA 76, 63–70 (2019) [Google Scholar]
S.P. Neutov, M.M. Sidorchuk, M.G. Surianinov, Teh. N. 60, 181–186 (2017) [Google Scholar]
M.G. Surianinov, S.F. Neutov, M.M. Vygnanec, in Tezi dopovidej 75-yi naukovo-tehnichnoyi konferenciyi profesorsko-vikladackogo skladu akademiyi, Odesa (2019), p. 20 [Google Scholar]
D.E. Kapustin, Dissertation, 2015 [Google Scholar]
D.A. Smirnov, Dissertation, 2011 [Google Scholar]
K.V. Talantova, Dissertation, 2013 [Google Scholar]
W. Labib, N. Eden, L3 3AF, 466–477 [Google Scholar]
N.S. Muhammad, M.N. Hadi (Francis and Taylor, London, 2008), pp. 407–412 [Google Scholar]
P. Pujadas, A. Blanco, A. De la Fuente, A. Aguado, Cracking Behavior of FRC Slabs with Traditional Reinforcement (2011). doi:10.1617/s11527-0119791-0 [Google Scholar]
R.F. Fardiev, A.H. Ashrapov, A.I. Mustafin. Izv. KGASU 4 (30), 72–77 (2014) [Google Scholar]
M. Abramski, A. Albert, R. Pfeffer, J. Schnel, Betonund Stahlbetonbau 105, 349–361 (2010) [CrossRef] [Google Scholar]
M. di Prisco, A. Pourzarabi, M. Colombo, Department of Civil and Environmental Engineering Politecnico di Milano MilanItaly (2018) [Google Scholar]
DSTU B V.2-6-53:2008. Pliti perekrittiv zalizobetonni bagatopustotni dlya budivel i sporud (2008) [Google Scholar]
DSTU B V.2.6-2:2009 Konstrukciyi budinkiv i sporud. Virobi betonni i zalizobetonni. Zagalni tehnichni umovi (2010) [Google Scholar]
Seriya 1.141-1. Paneli perekrytij zhelezobetonnye mnogopustotnye. Rabochie chertezhi: cNiEP Zhilisha. NIIZhB 60, 52 (1983) [Google Scholar]
DSTU B.V.2.7-214:2009 Betoni. Metodi viznachennya micnosti za kontrolnimi zrazkami (2010) [Google Scholar]
BS EN 12390-3:2009 Testing hardened concrete – Part 3: Compressive strength of test specimens. (2009) [Google Scholar]
DSTU B V.2.6-7-95 (GOST 8829-94). Izdeliya stroitelnye betonnye i zhelezobetonnye sbornye. Metody ispytanij nagruzheniem. Pravila ocenki prochnosti, zhestkosti i treshinostojkosti, Part IV (1997) [Google Scholar]

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[1] N.P. Bleshik, I.V. Koval, Probl. sovr. bet. i zhb. 2, 80–113 (2011) [Google Scholar]

[2] V.I. Pavlenko, V.B. Aronchik, Svojstva fibrobetona i perspektivy ego primeneniya: analiticheskij obzor (1978), p. 57 [Google Scholar]

[3] S.P. Neutov, I.B. Korneyeva. Vis. ODABA 76, 63–70 (2019) [Google Scholar]

[4] S.P. Neutov, M.M. Sidorchuk, M.G. Surianinov, Teh. N. 60, 181–186 (2017) [Google Scholar]

[5] M.G. Surianinov, S.F. Neutov, M.M. Vygnanec, in Tezi dopovidej 75-yi naukovo-tehnichnoyi konferenciyi profesorsko-vikladackogo skladu akademiyi, Odesa (2019), p. 20 [Google Scholar]

[6] D.E. Kapustin, Dissertation, 2015 [Google Scholar]

[7] D.A. Smirnov, Dissertation, 2011 [Google Scholar]

[8] K.V. Talantova, Dissertation, 2013 [Google Scholar]

[9] W. Labib, N. Eden, L3 3AF, 466–477 [Google Scholar]

[10] N.S. Muhammad, M.N. Hadi (Francis and Taylor, London, 2008), pp. 407–412 [Google Scholar]

[11] P. Pujadas, A. Blanco, A. De la Fuente, A. Aguado, Cracking Behavior of FRC Slabs with Traditional Reinforcement (2011). doi:10.1617/s11527-0119791-0 [Google Scholar]

[12] R.F. Fardiev, A.H. Ashrapov, A.I. Mustafin. Izv. KGASU 4 (30), 72–77 (2014) [Google Scholar]

[13] M. Abramski, A. Albert, R. Pfeffer, J. Schnel, Betonund Stahlbetonbau 105, 349–361 (2010) [CrossRef] [Google Scholar]

[14] M. di Prisco, A. Pourzarabi, M. Colombo, Department of Civil and Environmental Engineering Politecnico di Milano MilanItaly (2018) [Google Scholar]

[15] DSTU B V.2-6-53:2008. Pliti perekrittiv zalizobetonni bagatopustotni dlya budivel i sporud (2008) [Google Scholar]

[16] DSTU B V.2.6-2:2009 Konstrukciyi budinkiv i sporud. Virobi betonni i zalizobetonni. Zagalni tehnichni umovi (2010) [Google Scholar]

[17] Seriya 1.141-1. Paneli perekrytij zhelezobetonnye mnogopustotnye. Rabochie chertezhi: cNiEP Zhilisha. NIIZhB 60, 52 (1983) [Google Scholar]

[18] DSTU B.V.2.7-214:2009 Betoni. Metodi viznachennya micnosti za kontrolnimi zrazkami (2010) [Google Scholar]

[19] BS EN 12390-3:2009 Testing hardened concrete – Part 3: Compressive strength of test specimens. (2009) [Google Scholar]

[20] DSTU B V.2.6-7-95 (GOST 8829-94). Izdeliya stroitelnye betonnye i zhelezobetonnye sbornye. Metody ispytanij nagruzheniem. Pravila ocenki prochnosti, zhestkosti i treshinostojkosti, Part IV (1997) [Google Scholar]