DOI QR코드

DOI QR Code

Bond behavior of lightweight concretes containing coated pumice aggregate: hinged beam approach

  • Beycioglu, Ahmet (Department of Civil Engineering, Technology Faculty Duzce University) ;
  • Arslan, Mehmet E. (Department of Civil Engineering, Technology Faculty Duzce University) ;
  • Bideci, Ozlem S. (Department of Architecture, Art-Design and Architecture Faculty) ;
  • Bideci, Alper (Department of Architecture, Art-Design and Architecture Faculty) ;
  • Emiroglu, Mehmet (Department of Civil Engineering, Technology Faculty Duzce University)
  • Received : 2015.10.26
  • Accepted : 2015.12.11
  • Published : 2015.12.25

Abstract

This paper presents an experimental study for determining the bond performance of lightweight concretes produced using pumice aggregate coated with colemanite-cement paste. For this purpose, eight hinged beam specimens were produced with four different concrete mixtures. 14 mm deformed bars with $10{\Phi}$ development lengths were selected constant for all test specimens. All the specimens were tested in bending and load-slip values were measured experimentally to determine the effect of colemanite-cement coated pumice aggregate on bond performances of lightweight concretes. Test results showed that, colemanite-cement coated pumice aggregate increases compressive strength and bond performance of the lightweight concretes, considerably.

Keywords

References

  1. Arslan, M.E. (2007), "Investigation of bond strength of structural lightweight concrete and ordinary concrete comparatively in bending", MSc Dissertation, Karadeniz Technical University, Trabzon.
  2. Arslan, M.E. and Durmus, A. (2011), "Investigation of bond behavior between lightweight aggregate concrete and steel rebar using bending test", Comput. Concrete, 8(4), 465-472. https://doi.org/10.12989/cac.2011.8.4.465
  3. Arslan, M.E. and Durmus, A. (2014), "Fuzzy logic approach for estimating bond behavior of lightweight concrete", Comput. Concrete, 14(3), 109-125. https://doi.org/10.12989/cac.2014.14.2.109
  4. Babu, K.G. and Babu, D.S. (2003), "Behavior of lightweight expanded polystyrene concrete containing silica fume", Cement Concrete Res., 33(5), 755-762. https://doi.org/10.1016/S0008-8846(02)01055-4
  5. Bideci, A., Gultekin, A.H., Yildirim, H., Oymael, S. and Bideci, O.S. (2013), "Internal structure examination of lightweight concrete produced with polymer-coated pumice aggregate", Comp. Part B-Eng., 54, 439-447. https://doi.org/10.1016/j.compositesb.2013.06.004
  6. Bideci, O.S. (2013), "Investigation of the physical and chemical properties of boron-coated lightweight aggregate concrete", Ph.D. Dissertation, Trakya University, Edirne.
  7. Bideci, O.S., Bideci, A., Gultekin, A.H., Oymael, S. snd Yildirim, H. (2014), "Polymer coated pumice aggregates and their properties", Comp. Part B-Eng., 67, 239-243. https://doi.org/10.1016/j.compositesb.2013.10.009
  8. BS EN 12390-3 (2009), Testing hardened concrete. Compressive strength of test specimens, London.
  9. BS 4449:2005+A2:2009 (2009), Steel for the reinforcement of concrete: Weldable reinforcing steel: Bar, coil and decoiled product, London.
  10. Campione, G. and Mendola, L.L. (2004), "Behavior in compression of lightweight fiber reinforced concrete confined with transverse steel reinforcement", Cement Concrete Comp., 26, 645-656. https://doi.org/10.1016/S0958-9465(03)00047-7
  11. Ersoy, U. and Ozcebe, G. (2015), Reinforced concrete: Basic Principles and Designing According to TS-500-2000 and Turkey's Earthquake Resistant Design Code-1998, 4th Edition, Seckin Publishing, Ankara, Turkey.
  12. Factory LTC, (2012), Cement chemical analysis report, Chemistry Lab Report, Kirklareli, Turkey.
  13. Guneyisi, E., Gesoglu, M. and Ipek, S. (2013), "Effect of steel fiber addition and aspect ratio on bond strength of cold-bonded fly ash lightweight aggregate concretes", Constr. Build. Mater., 47, 358-365. https://doi.org/10.1016/j.conbuildmat.2013.05.059
  14. Hossain, K.M.A., Ahmed, S. and Lachemi, M. (2011), "Lightweight concrete incorporating pumice based blended cement and aggregate: Mechanical and durability characteristics", Constr. Build. Mater., 25(3), 1186-1195. https://doi.org/10.1016/j.conbuildmat.2010.09.036
  15. Ichinose, T., Kanayama, Y., Inoue, Y. and Bolander, J.E. (2004), "Size effect on bond strength of deformed bars", Constr. Build. Mater., 18(7), 549-558. https://doi.org/10.1016/j.conbuildmat.2004.03.014
  16. Libre, N.A., Shekarchi M., Mahoutian, M. and Soroushian P. (2011), "Mechanical properties of hybrid fiber reinforced lightweight aggregate concrete made with natural pumice", Constr. Build. Mater., 25(5), 2458-2464. https://doi.org/10.1016/j.conbuildmat.2010.11.058
  17. Managment EMBBWG, (2011), Colemanite Analysis Report, Balikesir, Turkey.
  18. Mathey, R.G. and Watstein, D. (1961), "Investigation of bond in beam and pull out specimens with high yield strength deformed bars", ACI J., 57, 1071-1089.
  19. Mounir, M.K., Mohamed, A.S. and Mohamed, A.A. (2013), "Steel-concrete bond potentials in selfcompacting concrete mixes incorporating dolomite powder", Adv. Concrete Constr., 1(4), 273-288. https://doi.org/10.12989/acc2013.1.4.273
  20. TS 2511 (1977), Mix Design for Structural Lightweight Aggregate Concrete. Ankara.
  21. Yeih, W., Chang, J.J. and Tsai, C.L. (2004), "Enhancement of the bond strength of epoxy coated steel by the addition of fly ash", Cement Concrete Comp., 26(4), 315-321. https://doi.org/10.1016/S0958-9465(02)00142-7

Cited by

  1. Influence of ground pumice powder on the mechanical properties and durability of self-compacting mortars vol.150, 2017, https://doi.org/10.1016/j.conbuildmat.2017.05.220
  2. Effect of presoaking degree of lightweight aggregate on the properties of lightweight aggregate concrete vol.19, pp.1, 2015, https://doi.org/10.12989/cac.2017.19.1.069
  3. Lightweight aggregates coated with colemanite vol.19, pp.5, 2015, https://doi.org/10.12989/cac.2017.19.5.451
  4. Influence of ground pumice powder on the bond behavior of reinforcement and mechanical properties of self-compacting mortars vol.20, pp.3, 2015, https://doi.org/10.12989/cac.2017.20.3.283
  5. High temperature effect on the mechanical behavior of steel fiber reinforced self‐compacting concrete containing ground pumice powder vol.20, pp.5, 2015, https://doi.org/10.1002/suco.201900067