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Analysis of sliding mechanism of straight steel fibers in concrete and determine the effect of friction

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EN
Abstrakty
EN
The sliding of straight steel fiber within a hardened concrete matrix is considered as the final stage of the pull-out force resistance. If the fiber has enough embedment length and the load reaches the applicable maximal force, the fiber may reach its yield strength leaving some length in the concrete. The interfacial-failure in bond strength starts gradually through interfacial debonding, which develops forward until covering whole embedment length of the fiber in the concrete. Then the fiber starts in resisting the further forces by friction stresses which are generated through frictional sliding process. These friction stresses work as an interfacial-shear forces and aim to satisfy the balance with that further forces. The sum of shear stresses at the interface decreases gradually due to gradual decreasing in the remained length of the fiber inside the concrete, what causes gradual decreasing in the tensile load capacity until an overall fracture in the composite. In this research paper, a clarification and an analysis of the sliding mechanism are introduced through an experimental study. In addition to that, there is a comparison between experimental results and simulations results, where specific computer simulations are prepared to show the deformation shape for each of the fiber and the concrete, as well as a clarification of the failure reasons in the adhesion at the interface between the fiber and the concrete. At the last part of this paper, a dynamical analysis has been achieved using an analytical model, which represents each of the experimental cases and the computer simulations, as well as an appropriate formulas govern the effect of the friction have been written.
Rocznik
Strony
599--608
Opis fizyczny
Bibliogr. 29 poz., rys., tab., wykr.
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autor
Bibliografia
  • [1] A. Khabaz, Non-metallic Fiber Reinforced Concrete, LAP LAMBERT Academic Publishing, 2014, https://www. morebooks.de/store/gb/book/ non-metallic-fiber-reinforced-concrete/isbn/ 978-3-659-50914-8.
  • [2] D. Hull, T.W. Clyne, An Introduction to Composite Materials, 2nd edition, Cambridge University Press, Cambridge, 1996.
  • [3] Fachvereinigung Faserbeton, Glassfibre Reinforced Concrete: Practical Design and Structural Analysis, Beton-Verl., e.V., 1995.
  • [4] A. Krasnikovs, A. Khabaz, G. Shahmenko, V. Lapsa, Glass and carbon fiber concrete micromechanical and macromechanical properties, Proceedings of Riga Technical University, Transport and Engineering 28 (2008) 132–141.
  • [5] A. Khabaz, Monitoring of impact of hooked ends on mechanical behavior of steel fiber in concrete, Construction and Building Materials 113 (June) (2016) 857–863. , http://dx. doi.org/10.1016/j.conbuildmat.2016.03.142.
  • [6] A. Khabaz, Impact of fiber shape on mechanical behavior of steel fiber in fiber reinforced concrete FRC, World Journal of Engineering and Physical Sciences 3 (2015) 1–6. http:// wsrjournals.org/journal/wjeps/archive/january-2015-vol. -3-(1).
  • [7] A. Khabaz, Performance evaluation of corrugated steel fiber in cementitious matrix, Construction and Building Materials 128 (December) (2016) 373–383. , http://dx.doi.org/10.1016/j. conbuildmat.2016.10.094.
  • [8] D.J. Kim, S. El-Tawil, A.E. Naaman, Loading rate effect on pullout behavior of deformed fibers, ACI Materials Journal 105 (2008) 576–584.
  • [9] M. Tuyan, H. Yazici, Pull-out behavior of single steel fiber from SIFCON matrix, Construction and Building Materials 35 (2012) 571–577.
  • [10] J.J. Kim, D.J. Kim, S.T. Kang, J.H. Lee, Influence of sand to coarse aggregate ratio on the interfacial bond strength of steel fibers in concrete for nuclear power plant, Nuclear Engineering and Design 252 (2012) 1–10.
  • [11] A. Krasņikovs, O. Kononova, A. Khabaz, J. Vība, Fiber concrete non-linear fracture control through fresh concrete flow numerical simulation, Journal of Vibroengineering 12 (2010) 149–160.
  • [12] S. Zhandarov, E. Mäder, An alternative method of determining the local interfacial shear strength from force–displacement curves in the pull-out and microbond tests, International Journal of Adhesion & Adhesives 55 (2014) 37–42.
  • [13] M.T.G. Barbosa, S.S. Filho, Investigation of bond stress in pull out specimens with high strength concrete, Global Journal of Researches in Engineering Civil and Structural Engineering 13 (2013).
  • [14] J. Koyanagi, H. Nakatani, S. Ogihara, Comparison of glass-epoxy interface strengths examined by cruciform specimen and single-fiber pull-out tests under combined stress state, Composites Part A 43 (2012) 1819–1827.
  • [15] J. Humbert, J. Baroth, L. Daudeville, Probabilistic analysis of a pull-out test, Materials and Structures 43 (2010) 345–355.
  • [16] B. Morlin, L.M. Vas, T. Czigany, Investigation of fiber/matrix adhesion: test speed and specimen shape effects in the cylinder test, The Journal of Materials Science 48 (2013) 3185–3191.
  • [17] W. Becker-t, B. Lauke, Finite element calculation of energy release rate for single-fibre pull-out test, Computational Materials Science 5 (1996) 1–11.
  • [18] K. Bilisik, Properties of yarn pull-out in para-aramid fabric structure and analysis by statistical model, Composites Part A 42 (2011) 1930–1942.
  • [19] Y. Li, Y.L. Liu, X.H. Peng, C. Yan, S. Liu, N. Hu, Pull-out simulations on interfacial properties of carbon nanotube-reinforced polymer nanocomposites, Computational Materials Science 50 (2011) 1854–1860.
  • [20] Md.J.I. Alam, S.R. Lo, M.R. Karim, Pull-out behaviour of steel grid soil reinforcement embedded in silty sand, Computers and Geotechnics 56 (2014) 216–226.
  • [21] B. Banholzer, W. Brameshuber, W. Jung, Analytical simulation of pull-out tests—the direct problem, Cement and Concrete Composites 27 (2005) 93–101.
  • [22] A.C. Mpalaskas, I. Vasilakos, T.E. Matikas, H.K. Chai, D.G. Aggelis, Monitoring of the fracture mechanisms induced by pull-out and compression in concrete, Engineering Fracture Mechanics 128 (2014) 219–230.
  • [23] W. Beckert, B. Lauke, Finite element calculation of energy release rate for single-fibre pull-out test, Computational Materials Science 5 (1996) 1.
  • [24] D.B. Marshall, Analysis of fiber debonding and sliding experiments in brittle matrix composites, Acta Metallurgica et Materialia 40 (3) (1992) 427–441.
  • [25] M.J. Shannag, R. Brincker, W. Hansen, Pullout behavior of steel fibers from cement-based composites, Cement and Concrete Research 27 (6) (1997) 925–936.
  • [26] A. Khabaz, Determination of friction coefficient between straight steel fiber and the concrete Fri(SSF_C), Advances in Materials 4 (2015) 20–29. , http://dx.doi.org/10.11648/j. am.20150402.11.
  • [27] A. Khabaz, Determination of friction coefficient between glass fiber and the concrete Fri(GF_C), International Journal of Materials Science and Applications 3 (6) (2014) 321–324. , http://dx.doi.org/10.11648/j.ijmsa.20140306.17.
  • [28] A. Khabaz, Theoretical analysis and numerical simulation of development length of straight steel fiber in cementitious materials, Composite Interfaces 24 (5) (2017) 447–467. , http:// dx.doi.org/10.1080/09276440.2016.1230999 (published online: 14.09.16).
  • [29] ANSYS Software, Version: Release 16.1 Version, 2015.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1e920294-d979-413b-bede-2c62d1021fec
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