Behaviour of Basalt Fiber Reinforced Concrete Filled Mild Steel Tube

  • Authors

    • Arunraj A
    • Ashwin Kumar J
    • Ajith J
    2018-09-22
    https://doi.org/10.14419/ijet.v7i4.2.19994
  • Concrete Filled Steel Columns (CFST), Basalt Fiber Reinforced Concrete (BRFC), uniaxial load., Compression Strength, Split Tensile Strength, Flexure Strength, RCPT, WPT

  • Abstract

    The present study is an attempt to understand the behavior of concrete filled steel tubular column under uniaxial load. A concrete-filled steel tubular (CFST) column is formed by filling a steel tube with concrete. It is well known that concrete- filled steel tubular (CFST) columns are currently being used in the construction of buildings, due to their excellent static and earthquake-resistant properties, such as high strength, high ductility, large energy absorption capacity, bending stiffness etc. The external strengthening of using basalt fiber reinforced concrete material is emerging as a new trend in enhancing the structural performance concrete filled steel tubular members to counteract the drawbacks of the past rehabilitation work. In this project we are going to study about strength of the steel and concrete by doing compression strength, flexural strength, push out and uniaxial compression test. The tests are carried out with the help of universal testing machine. The readings are recorded and graphs are plotted.

     

     

  • References

    1. [1] Er. Surya Ravindran, Er. Afia S.Hameed,â€An Experiment Study on Hybrid Fiber Reinforced Concrete Filled Steel tube Columns,†International Journal for Innovative Research in Technology (IIJRT), volume 3 Issue 4, September 2016.

      [2] Pandu Ranga Kirankumar.t, S.V.V.K.Babu, D.Adithhya Sai Ram, “Comparative Study of Filled Steel Tube Columns Under Axial Compression, “International Journal of Constructive Research in Civil Engineering (IJCRCE),Volume 2, Issue 2, PP 11-17 2016.

      [3] Mohamed Adel Ghannam,†Behavior Of Concrete-Filles Stainless Steel Columns under Fire Cinditions,†IIRACST- Engineering Science and Technology: An Internationla Journal (ESTIJ), Volume 3, no.1,)) 193-198, February 2013.

      [4] H. Geetha and Swedha. T, “ An Experimental Study on Concrete Filled Tubular Columns Using Varying Steel Materials, “IJISET- International Journal Of Innovative Science, Engineering & Technology, vol. 2 Issue, May 2015.

      [5] Vipulkumar Ishvarbhai Patel, Qing Quan Liang, Muhammad N.S. Hadic, “Nonlinear analysis of axially loaded circular concrete-filled stainless steel tubular short columns, “ Journal of Constructional Steel Research, 101: 9-18, 2014

      [6] Mayank Jain, Trilok Gupta, Ravi K. Sharma, “Concrete Filled Column in High Rise Buildings: A Review,†International Journal of Science and Research (IJSR), 2016.

      [7] Manjunatha M, Akshay N.K, Jeevan H, “ Durability Studies On Concrete by Replacing Natural Sand with M-sand – A Review,†International Journal of Emerging Technology and Advanced Engineering (IJETAE), volume 6, Issue 3, March 2016.

      [8] Fathima Irine I.A,†Strength Aspects of Basalt Fiber Reinforced Concrete,†International Journal of Innovative Research in Advanced Engineering (IJIRAE) ISSN: 2349-2163 volume 1 Issue 8, September 2014.

      [9] Mahima Ganeshan, Dr. Sreevidya. V, Salim P.M, “A Review of the Effect Basalt Fiber Lengths Proportion on the Mechanical Properties of Concrete,†International Journal of Research in Engineering and Technology (IJRET), vol. 5, no.5, pp.6878-6886, May 2016.

      [10] F.R. Mashiri and A.Paradowska, “ Measurement of Stress in Steel Tubes using Neutron Diffraction Methodâ€, 5th International Conference on Advance in Experimental Structural Engineering, Nov 8-9, 2013, Taiperi, Taiwan.

      [11] Mohamed Adel Ghannam, “Behavior of Concrete-Filled Stainless Steel Columns Under Fire Conditionsâ€, IIRACST- Engineering Science and Technology: An International Journal (ESTIJ), Vol 3, no.1, 193-198, February 2013.

      [12] Mohamed Moahmoud El-Heweity, “On the Performance of Circular Concrete-Filled High Strength Steel Columns under Axial Loadingâ€, Structural Engineering Department, Faculty of Engineering, Alexandria university, Egypt received 16 may 2012, revised 26 may 2012, accepted 27 may 2012.

      [13] Qing Quang Liang, (2011), “High Strength Circular Concrete-Filled Steel Tubular Slender Beam – Columnsâ€, Journal of Construction Steel Research, vol.21, pp-4

      [14] Brian Uya, Zgong Taoa, Lin-Hai Hanc (2011), “Behavior of Short and Slender Concrete Filled Stainless Steel Tubular Columnsâ€, Journal of Constructional Steel Research, Vol.33, pp-5.

      [15] Artiomas kuranovas, Audronis Kazimieras, Kvedaras, “Behavior of Hollow Concrete Filled Steel Tubularâ€, Journal of Civil Engineering and Management 2007, vol XII, no2, 131-14.

  • Downloads

  • How to Cite

    A, A., Kumar J, A., & J, A. (2018). Behaviour of Basalt Fiber Reinforced Concrete Filled Mild Steel Tube. International Journal of Engineering & Technology, 7(4.2), 15-20. https://doi.org/10.14419/ijet.v7i4.2.19994

    Received date: 2018-09-21

    Accepted date: 2018-09-21

    Published date: 2018-09-22