IJSRSET calls volunteers interested to contribute towards the scientific development in the field of Science, Engineering and Technology

Home > IJSRSET1626164                                                     


Study of Self Compaction with Recorn 3s Fibre at Different Elevated Temperatures

Authors(3):

M. V. Ch. Rajesh, Sk. Subhan Alisha, M. Sagar
  • Abstract
  • Authors
  • Keywords
  • References
  • Details
Self-compacting concrete (SCC) is an innovative concrete that does not require vibration for placing and compaction. It is able to flow under its own weight, completely filling formwork and achieving full compaction, even in the presence of congested reinforcement. The hardened concrete is dense, homogeneous and has the same engineering properties and durability as traditional vibrated concrete. Self compacting concrete (SCC) was first developed in 1988 in Japan to achieve durable concrete structures. As SCC has various advantages over normal concrete, it also having leakage problems and shrinkage problems. Therefore, in this dissertation work emphasis has been laid to utilize the fibers in the concrete using3s recon (polypropylene) fiber 0,0.1,0.2,0.3,0.4%. Fibers are usually used in concrete to control cracking due to plastic shrinkage and to drying shrinkage. They also reduce the permeability of concrete and thus reduce bleeding of water. the grade of concrete is M35 and efnarc code book, tested and compared in terms of compressive strength and split tensile to the SCC concrete. These tests were carried out to evaluate the properties for 7, 14,28and 90 days. The moulds prepared are as follows 150mm X 150mm X 150mm cubes and cylinders 300mmX150mm at elevated temperatures is 0,200,250,350 degrees. Some types of fibres produce greater impact, abrasion, and shatter–resistance in concrete. Generally fibres do not increase the flexural strength of concrete and so cannot replace moment–resisting or structural steel reinforcement. Indeed, some fibres actually reduce the strength of concrete.

M. V. Ch. Rajesh, Sk. Subhan Alisha, M. Sagar

M35 Grade, 3s Recon Fibers, Compressive and Split Tensile Strength, At Elevated Temperatures

  1. CHAMPION, J. M. and JOST, P., 'Self-compacting concrete: Expanding the possibility of Concrete Design and Placement', Concrete International, Vol.22, No.4, pp. 159-178, June 1998.
  2. HEINE, HANS J. "Saving Dollars Through Sand Reclamation – Part 1," Foundry Management and Technology. 111:5 (May, 1983), pp.22-25 [3]HENDERSON, N. "Self-compacting concrete at Millenium point", CONCRETE, vol.34, No. 4, April 2000, pp.26-27.
  3. KAMESWARA RAO, C.V.S (1983) "Analysis of Some Common Workability Tests". Indian Concrete Journal, 57 (3): 71-73 and 75. [5]KATHY STANFIELD, "Self-compacting concrete a Growth area", The Str.Engg., Vol. 76, Nos 23 and 24, pp. 462-463.
  4. NAGATAKI, S. And FUJIWARA, H. "Self-compacting property of Highly-Flowable Concrete" ICI Journal July-September 2002. [7]KLAUSHOLSCHEMACH "Structural Aspects of Self- compacting concrete", NBM & CW, July 2002, pp. 8-12.
  5. MAHINDRAKAR A.B. Research work Study on Red Mud by, KLESCET, Belgaum, 1999.
  6. MEHTA, P.K., 'Concrete structure: Properties and materials', Prentice Hall, pp. 367-378, 1986. ICI Journal July-Sep 2002.
  7. MICHEAL J. CAMPION and PHILLIPPE JOST, "Self-compacting concrete", Concrete Int. 2000, pp. 31-34.

Publication Details

Published in : Volume 2 | Issue 6 | November-December - 2016
Date of Publication Print ISSN Online ISSN
2016-12-31 2395-1990 2394-4099
Page(s) Manuscript Number   Publisher
733-740 IJSRSET1626164   Technoscience Academy

Cite This Article

M. V. Ch. Rajesh, Sk. Subhan Alisha, M. Sagar, "Study of Self Compaction with Recorn 3s Fibre at Different Elevated Temperatures", International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 2, Issue 6, pp.733-740, November-December-2016.
URL : http://ijsrset.com/IJSRSET1626164.php