Open Access Open Access  Restricted Access Subscription Access
Open Access Open Access Open Access  Restricted Access Restricted Access Subscription Access

Behaviour of Composite Fibre Reinforced Self Compacting Concrete Beams


Affiliations
1 Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, India
     

   Subscribe/Renew Journal


Honey combs were formed in structural members due to improper compaction, hence self compacting concrete can be used to get better strength. As the concrete gets compacted itself due to gravitational force, additional use of vibrators can be avoided. Provision of steel fibres in concrete can reduce the crack, impact and shrinkage. The mix ratio for self compacting concrete with steel fibres has been arrived with the reference of EFNARC*. The purpose of this project is to perform experimental and analytical investigation to explore the flexural behavior of steel fibre reinforced concrete beam and hybrid fibre reinforced concrete beam. The relationship between the various strength tests are established using the graphs.

Keywords

Gravity, Self Compacting Concrete, Segregation, Vibration Equipment.
User
Subscription Login to verify subscription
Notifications
Font Size

  • C. Morampudi, M. V. S. Rao, and J. Maganti “Behaviour of steel fibre reinforced self compacted concrete and its structural application as wall panel,” Indian Concrete Institute Journal, vol. 15, no. 4, pp. 15-20, March 2015.
  • H. Vijaykumar, and S. Shamu, “A critical study on the influence of steel fibre on performance of fresh and hard self-compacting concrete,” Journal of Structural Engineering, vol. 42, no. 3, pp. 170-173, August-September 2015.
  • N. Su, K. C. Hsu, and H. W. Chai, “A simple mix design method for self-compacting concrete,” Cement and Concrete Research, vol. 31, no. 12, pp. 1799-1807, December 2001.
  • S. A. Bhalchandra, and P. A. Bajirao, “Performance of steel fiber reinforced self compacting concrete,” International Journal of Computational Engineering Research, vol. 2, no. 4, pp. 1042-1046, August 2012.
  • S. A. Kanalli, R. Palankar, B. Kumar, P. Kumar, and S. K. Prakash, “Comparative study of polymer fibre reinforced concrete with conventional concrete pavement,” International Journal of Research In Engineering and Technology, vol. 3, no. 1, pp. 139-143, January 2014.
  • S. C. P. Kumar, and B. H. V. Pai, “Experimental study on steel fibre reinforced self-compacting concrete with silica fume as filler material,” 34th Conference on our World In Concrete & Structures, pp. 16-18, August 2009,
  • The European guidelines for self-compacting concrete, specification, production and use, May 2005.

Abstract Views: 298

PDF Views: 0




  • Behaviour of Composite Fibre Reinforced Self Compacting Concrete Beams

Abstract Views: 298  |  PDF Views: 0

Authors

T. Sathya
Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, India
R. Dineshkumar
Department of Civil Engineering, M. Kumarasamy College of Engineering, Karur, Tamil Nadu, India

Abstract


Honey combs were formed in structural members due to improper compaction, hence self compacting concrete can be used to get better strength. As the concrete gets compacted itself due to gravitational force, additional use of vibrators can be avoided. Provision of steel fibres in concrete can reduce the crack, impact and shrinkage. The mix ratio for self compacting concrete with steel fibres has been arrived with the reference of EFNARC*. The purpose of this project is to perform experimental and analytical investigation to explore the flexural behavior of steel fibre reinforced concrete beam and hybrid fibre reinforced concrete beam. The relationship between the various strength tests are established using the graphs.

Keywords


Gravity, Self Compacting Concrete, Segregation, Vibration Equipment.

References