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Industrial floor faults caused by volume changes in concrete and subsoil: case study

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Large floors of industrial enterprises, warehouses, stores, and shopping centres are quite heavily loaded with production technologies, transport mechanisms, stored material or shelf stackers. Regarding simple reinforcement and construction, industrial floors have been used in recent decades mainly reinforced with fibres from so-called fibre-reinforced concrete. Most slab failures are caused by extreme loads on the unbearable subsoil, a small amount of fibres, or by the shrinkage of concrete due to insufficient structural design of sliding, shrinking and expansion joints. Recently, however, in several constructions, structural failures have occurred caused by a volume-unstable subsoil in the form of a mixture of slag or metallurgical debris. The article deals with some failures of fibre concrete floors in practice, their methods of diagnostics and laboratory analysis of samples. The results are supplemented by practical examples of floor failures with respect to their origin.
Rocznik
Strony
571--582
Opis fizyczny
Bibliogr. 17 poz., il., tab.
Twórcy
autor
  • VSB Technical University of Ostrava, Faculty of Civil Engineering, Ostrava-Poruba, Czech Republic
autor
  • VSB Technical University of Ostrava, Faculty of Civil Engineering, Ostrava-Poruba, Czech Republic
  • VSB Technical University of Ostrava, Faculty of Civil Engineering, Ostrava-Poruba, Czech Republic
  • VSB Technical University of Ostrava, Faculty of Civil Engineering, Ostrava-Poruba, Czech Republic
  • VSB Technical University of Ostrava, Faculty of Civil Engineering, Ostrava-Poruba, Czech Republic
Bibliografia
  • [1] Z. Kos, S. Kroviakov, V. Kryzhanovskyi, and D. Hedulian, “Strength, frost resistance, and resistance to acid attacks on fiber-reinforced concrete for industrial floors and road pavements with steel and polypropylene fibers”, Materials, vol. 15, no. 23, pp. 1996-1944, 2022, doi: 10.3390/ma15238339.
  • [2] M. Brodnan, P. Kotes, and V. Zimen, “Application of fibre concrete by realization of industrial floor construction”, in Fibre Concrete 2011: technology, design, application. Prague, 2011, pp. 95-100.
  • [3] Y. Sun and Y.J. Guo, “Analysis of temperature-field and stress-field of steel plate concrete composite shear wall in early stage of construction”, Archives of Civil Engineering, vol. 67, no. 1, pp. 351-366, 2021, doi: 10.24425/ace.2021.136477.
  • [4] J. Jasiczak, “The influence of micro cracks appearing during concreting of road viaducts and their impact on a frost-thaw resistance”, Archives of Civil Engineering, vol. 66, no. 4, pp. 221-236, 2020, doi: 10.24425/ace.2020.135218.
  • [5] M.M. Moein, A. Saradar, K. Rahmati, A.H. Shirkouh, I. Sadrinejad, V. Aramali, and M. Karakouzian, “Investigation of impact resistance of high-strength portland cement concrete containing steel fibers”, Materials, vol. 15, no. 20, 2022, doi: 10.3390/ma15207157.
  • [6] L. Liu and H.M. An, “Experimental study of compressive failure of concrete under static and dynamic loads”, Archives of Civil Engineering, vol. 66, no. 3, pp. 427-441, 2020, doi: 10.24425/ace.2020.134406.
  • [7] M. Niedospial, “Assessment of stresses in reinforcement in the area of joints in composite steel-concrete slabs”, Archives of Civil Engineering, vol. 67, no. 4, pp. 403-414, 2021, doi: 10.24425/ace.2021.138508.
  • [8] D. Beckett, “Concrete industrial ground floors - aspects of crack control”, Concrete, vol. 37, no. 8, pp. 14-16, 2003.
  • [9] B. Leporace-Guimil, A. Mudadu, A. Conforti, and G.A. Plizzari, “Influence of fiber orientation and structural-integrity reinforcement on the flexural behavior of elevated slabs”, Engineering Structures, vol. 252, no. 1, 2022, doi: 10.1016/j.engstruct.2021.113583.
  • [10] R. Cajka, Z. Marcalikova, M. Kozielova, P. Mateckova, and O. Sucharda, “Experiments on fiber concrete foundation slabs in interaction with the subsoil”, Sustainability, vol. 12, no. 9, 2020, doi: 10.3390/su12093939.
  • [11] R. Cajka, J. Labudkova, and P. Mynarcik, “Numerical solution of soil - foundation interaction and comparison of results with experimental measurements”, International Journal of GEOMATE, vol. 11, pp. 2116-2122, 2016, doi: 10.21660/2016.23.1208.
  • [12] K. Aldossari, W.A. Elsaigh, and M.J. Alshannag, “High-strength steel-fibre-reinforced concrete: potential use for ground slabs applications”, Proceedings of the Institution of Civil Engineers: Transport, vol. 171, no. 3, pp. 156-165, 2018, doi: 10.1680/jtran.15.00118.
  • [13] P. Mynarcik, J. Labudkova, and J. Koktan, “Experimental and numerical analysis of interaction between subsoil and post-ensioned slab-on-ground”, Jurnal Teknologi, vol. 78, no. 5-4, pp. 23-27, 2016, doi: 10.11113/jt.v78.8530.
  • [14] P. Mynarcik and R. Cajka, “Experimental testing of post-tensioned concrete industrial floor model - Subsidence analysis”, International Journal of Mechanics, vol. 10, pp. 33-38, 2016.
  • [15] R. Cajka, P. Mynarcik, Z. Neuwirthova, Z. Marcalikova, and M. Kropacek, “Tests of fiber reinforced concrete composite slabs on the subsoil with horizontal load”, International Journal of GEOMATE, vol. 18, no. 69, pp. 143-150, 2020, doi: 10.21660/2020.69.9461.
  • [16] I.S. Ünver, M.A. Lav, E. Cxokcxa, and G. Baykal, “Evaluation of the curing time effect on the swelling, unconfined strength and resilient modulus of an expansive soil improved with hydrated lime”, Transportation Research Record, vol. 2676, no. 4, pp. 76-89, 2022, doi: 10.1177/03611981211057053.
  • [17] J.L. Silfwerbrand and A.A. Farhang, “Reducing crack risk in industrial concrete floors”, ACI Materials Journal, vol. 111, no. 6, pp. 681-689, 2014, doi: 10.14359/51686833.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9831720f-a148-4825-8b24-ae81b3923e72
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