Advances in concrete construction

  • 제4권1호
  • /
  • Pages.37-47
  • /
  • 2016
  • /
  • 2287-5301(pISSN)
  • /
  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Energy absorption of fibrous self compacting reinforced concrete system

  • Senthil, K. (Department of Civil Engineering, National Institute of Technology Jalandhar) ;
  • Satyanarayanan, K.S. (Department of Civil Engineering, SRM University) ;
  • Rupali, S. (Department of Civil Engineering, Indian Institute of Technology Roorkee)
  • 투고 : 2016.03.22
  • 심사 : 2016.07.09
  • 발행 : 2016.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

The objective of the present work is to evaluate the influence of two different methods of improving the ductility of Reinforced Concrete Frames and their influence on the full range behavior of the frames with M40 grade of concrete. For this purpose one fourth scale reinforced concrete square frames are experimentally tested subjected to static cyclic loading for three cases and monotonic loading for one case. The parameters are varied as method introducing ductility to the frame viz. (i) by using conventional concrete (ii) adding 1% of steel fibres by volume of concrete at hinging zones (iii) using self-compacting concrete with fibres at hinging zones. The energy absorption by ductile and non-ductile frames has been compared. The behavior of frames tested under cyclic loading have revealed that there is a positive trend in improvement of ductility of frames when fibrous concrete is used along with self-compacting concrete.

키워드

참고문헌

  1. ACI-ASCE Committee 352 (2002), Recommendations for design of beam-column connections in monolithic reinforced concrete structures, (ACI 352R-02); Farmington Hills, Mich., U.S.A.
  2. Anitha, D.N. and Jaya, K.P. (2005), "Behaviour of reinforced concrete frames with self compacting concrete under lateral cyclic loading", Proceedings of International Conference on Recent Advance in Concrete and Construction Technology, December 7-9, 275-285.
  3. Ashtiani, M.S., Dhakal, R.P. and Scott, A.N. (2014), "Seismic performance of high-strength self-compacting concrete in reinforced concrete beam-column joints", J. Struct. Eng., 140(5), 04014002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000973
  4. Aslani, F. and Natoori, M. (2013), "Stress-strain relationships for steel fibre reinforced self-compacting concrete", Struct. Eng. Mech., 46(2), 295-322. https://doi.org/10.12989/sem.2013.46.2.295
  5. Boudjellal, K., Bouabaz, M. and Belachia, M. (2016), "Mechanical characterization of a self-compacting polymer concrete called isobeton", Struct. Eng. Mech., 57(2), 357-367. https://doi.org/10.12989/sem.2016.57.2.357
  6. Domone, P.L. (2006), "Self-compacting concrete: An analysis of 11 years of case studies", Cement Concrete Compos., 28(2), 197-208. https://doi.org/10.1016/j.cemconcomp.2005.10.003
  7. Ganesan, N., Indira, P.V. and Sabeena, M.V. (2014), "Behaviour of hybrid fibre reinforced concrete beam-column joints under reverse cyclic loads", Mater. Des., 54, 686-693. https://doi.org/10.1016/j.matdes.2013.08.076
  8. Inel, M. and Ozmen, H.B. (2006), "Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings", Eng. Struct., 28(11), 1494-1502. https://doi.org/10.1016/j.engstruct.2006.01.017
  9. IS 10262 (2009), Concrete mix proportioning-guidelines, Bureau of Indian Standards, New Delhi.
  10. IS 12269 (2013), Specifications for 53 Grade Ordinary Portland Cement, Bureau of Indian Standards, New Delhi.
  11. IS 13920: 1993 (Reaffirmed 2003), Ductile detailing of reinforced concrete structures subjected to seismic forces, Bureau of Indian Standards; New Delhi.
  12. IS 383:1970 (reaffirmed 2002), Specification for coarse and fine aggregates from natural sources for concrete, Bureau of Indian Standards, New Delhi.
  13. Kamal, M.M., Safan, M.A. and Al-Gazzar, M.A. (2013), "Steel-concrete bond potentials in self-compacting concrete mixes incorporating dolomite powder", Adv. Concrete Constr., 1(4), 273-288. https://doi.org/10.12989/acc2013.1.4.273
  14. Lakshmipathy, M. (2003), "Study on improving ductility behaviour of frames", Post Seminar Proceedings of National Seminar on Futuristic in Concrete and Construction Engineering, December 3-5, 21-32.
  15. Said, A. and Nehdi, M. (2007), "Behaviour of reinforced self-consolidating concrete frames", Proceedings of the ICE-Structures and Buildings, 160(2), 95-104.
  16. Shatarat, N. (2012), "Effect of plastic hinge properties in nonlinear analysis of highway bridges", Jordan J. Civil Eng., 6(4), 501-510.
  17. Symans, M.D., Shattarat, N.K., McLean, D.I., Cofer, W.F., Zeldenrust, R.P. and Engineer, S.S.B. (2003), Evaluation of displacement-based methods and computer software for seismic analysis of highway bridges, Washington State Department of Transportation.

피인용 문헌

  1. Shear and impact strength of waste plastic fibre reinforced concrete vol.5, pp.2, 2016, https://doi.org/10.12989/acc.2017.5.2.173
  2. Computation of stress-deformation of deep beam with openings using finite element method vol.6, pp.3, 2016, https://doi.org/10.12989/acc.2018.6.3.245