Abstract
The results of experimental studies on the assessment of the strength and deformability of monolithic reinforced concrete slabs of a coffered structure are presented. The tests were carried out on a full-scale model with dimensions in terms of 6.0 × 6.0 m. The slab was made directly at the test bench using special dies. Two variants of loading plates with a uniform load are considered. With the help of special devices, data on the deformations of the concrete slab were obtained. The process and nature of cracking in the edges of the plates is analyzed. A computational assessment of the stress–strain state of an experimental sample of a coffered slab was performed using the Autodesk Revit and Autodesk Robot Structural Analysis software packages. Recommendations for the design of coffered slabs are given.
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References
Plotnikov, A.N.: Strength and deformability of the cross-ribbed overlap, taking into account the redistribution of efforts. Dissertation…. Cand. Tech. Sciences, MGSU, p. 268 (2013)
GEOPLAST S.p.A. Skydom. https://www.geoplastglobal.com/ru/produkciya/пepeкpытия/skydome/
Shugaev, V.V., Lyudkovsky, A.M.: Research of the deformative state of ribbed reinforced concrete shells under the action of a concentrated load. Sat. “Research and strength calculations of spatial structures.” NIIZhB, M., Stroyizdat, pp. 28–47 (1980)
SP 52–103–2007 (to SNiP 52–01–2003). Reinforced concrete monolithic building structures
Malakhova, A.N.: Hollow caisson floor slabs of monolithic multi-storey buildings. MGSU Bull. 6, 15–24 (2016)
Efimtseva, E.E.: Methods for modeling coffered ceilings. Actual Probl. Humanit. Nat. Sci. 11–5, 14–20 (2015)
Kibkalo, A.V., Volkov, M.D.: Coffered ceilings as an effective type of ribbed slabs. Young Sci. 25(129), 37–40 (2016)
Granovsky, A.V., Chupanov, M.R.: Experimental studies of the bearing capacity of coffered floor slabs. Ind. Civ. Constr. 5, 43–48 (2015)
Malakhova, A.N.: Monolithic coffered ceilings of buildings. MGSU Bull. 1, 79–86 (2013)
Zemlyansky, A.A., Zhukov, A.N., Bulavina, D.A.: Experience of full-scale testing of reinforced concrete ribbed slabs. Acad. Bull. UralNIIproekt RAASN. 4(43), 79–82 (2019)
Navarro, I.J., Yepes, V., Martí, J.V.: Life cycle cost assessment of preventive strategies applied to prestressed concrete bridges exposed to chlorides. Sustainability 10 (2018). https://doi.org/10.3390/su10030845
Tamrazyan, A., Alekseytsev, A.: Multi-criteria optimization of reinforced concrete beams using genetic algorithms. In: IOP Conference Series: Materials Science and Engineering (2020). https://doi.org/10.1088/1757-899X/869/5/052027
Greiner, D., Periaux, J., Emperador, J.M., Galván, B., Winter, G.: Game theory based evolutionary algorithms: a review with nash applications in structural engineering optimization problems. Arch. Comput. Methods Eng. 24, 703–750 (2017). https://doi.org/10.1007/s11831-016-9187-y
Alekseytsev, A.V., Al Ali, M.: Optimization of hybrid I-beams using modified particle swarm method. Mag. Civ. Eng. (2018). https://doi.org/10.18720/MCE.83.16
Tamrazyan, A.G., Alekseytsev, A.V.: Optimal structures design: accounting of costs and relative accidents risk. Vestn. MGSU (2019). https://doi.org/10.22227/1997-0935.2019.7.819-830
Kaveh, A., Zakian, P.: Optimal seismic design of reinforced concrete shear wall-frame structures. KSCE J. Civ. Eng. 18, 2181–2190 (2014). https://doi.org/10.1007/s12205-014-0640-x
Tamrazyan, A., Alekseytsev, A.: Strategy for the evolutionary optimization of reinforced concrete frames based on parallel populations evolving. In: IOP Conference Series: Materials Science and Engineering (2020). https://doi.org/10.1088/1757-899X/869/5/052019
Lee, C.K., Kim, S.K.: GA-based algorithm for selecting optimal repair and rehabilitation methods for reinforced concrete (RC) bridge decks. Autom. Constr. 16, 153–164 (2007). https://doi.org/10.1016/j.autcon.2006.03.001
Esfandiari, M.J., Urgessa, G.S., Sheikholarefin, S., Manshadi, S.H.D.: Optimum design of 3D reinforced concrete frames using DMPSO algorithm. Adv. Eng. Softw. 115, 149–160 (2018). https://doi.org/10.1016/j.advengsoft.2017.09.007
Xia, L., Fritzen, F., Breitkopf, P.: Evolutionary topology optimization of elastoplastic structures. Struct. Multidiscip. Optim. 55, 569–581 (2017). https://doi.org/10.1007/s00158-016-1523-1
Luo, Y., Kang, Z.: Topology optimization of continuum structures with Drucker-Prager yield stress constraints. Comput. Struct. (2012). https://doi.org/10.1016/j.compstruc.2011.10.008
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Granovsky, A.V., Prusov, K.A. (2022). Strength and Deformation of Caisson-Type Floor Plates. Experimental Research and Calculation. In: Vatin, N.I., Tamrazyan, A.G., Plotnikov, A.N., Leonovich, S.N., Pakrastins, L., Rakhmonzoda, A. (eds) Advances in Construction and Development. CDLC 2020. Lecture Notes in Civil Engineering, vol 197. Springer, Singapore. https://doi.org/10.1007/978-981-16-6593-6_7
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