Strength Characteristics of Bamboo Reinforced Slabs

 
 
 
  • Abstract
  • Keywords
  • References
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  • Abstract


    The construction industry consumes large quantities of composite materials, such as steel, cement and other binding materials. This process emits enormous volume of carbon dioxide leading to global warming and other environmental degradation. As an alternative to steel, bamboo, rattan cane and other agricultural products have been used as reinforcement in different parts of world. However, the application of this non fossil-fuel products has not been exploited to greater extent. In the present study the use of bamboo (bambusa vulgaris) has been adopted as an alternative to steel in fabricating slabs of dimension 1500 mm x 500 mm x 75 mm (length x breadth x thickness). M25 grade with water cement ratio as 0.5 was used. The slabs were tested using Non-Destructive Tests to determine the quality of concrete adopted. Subsequently, destructive tests were carried using a loading frame of  capacity 1000 kN. The non-destructive tests and destructive tests were repeated on steel reinforced slabs and control slabs (without any reinforcement). The results indicate that the bamboo reinforced slabs comparatively weaker with respect to steel reinforced slabs and stronger with respect to control slabs. Therefore, it is recommended to adopt BRC slabs for low cost dwellings.

     

     


  • Keywords


    Bamboo, steel, reinforcement, Non-destructive test, control slabs.

  • References


      [1] Francis EB & Paul JR, Bamboo Reinforced Concrete Construction, U. S. Naval Civil Engineering Laboratory, California, (1966).

      [2] Ghavami K, “Bamboo as Reinforcement in Structural Concrete Elements”, Cement and Concrete Composites, Vol.27, No.6, (2005), pp.637-649.

      [3] Ghavami K, “Ultimate load behaviour of bamboo-reinforced lightweight concrete beams”, Cement and concrete composites, Vol.17, No.4, (1995), pp.281-288.

      [4] Glenn HE, Bamboo Reinforcement in Portland Concrete. Engineering Experiments Station, Clemson, Agricultural College, Clemson, South Carolina, (1950).

      [5] Grosser D & Liese W, “On the Anatomy of Asian Bamboo, with Special Reference to the Vascular Bundles”, Wood Science Technology, (1971), pp. 290-312.

      [6] Imbulana PK, Fernandez T, Jayawardene PARP, Perera TLY, Arachchi HNK & Mallawaarachchi RS, “Bamboo as a Low Cost and green alternative for reinforcement in light weight concrete”, SAITH Res. Symp. Eng. Adv., (2013), pp. 160-172.

      [7] IS 15912: 2017, “Structural design using bamboo”, (First Revision), Building construction practices sectional committee, CED 13, ICS 91.080.20 Bureau of Indian Standards, Manak Bhavan, No. 9, Bahadur Shah Zafar Marg, New Delhi - 110002. www.bis.org.in.

      [8] IS 15912: 2012, “Structural Design Using Bamboo”, (First Revision), Bureau of Indian Standards, Manak Bhavan, No. 9, Bahadur Shah Zafar Marg, New Delhi - 110002.

      [9] IS 6874: 2008, “Method of Tests for Bamboo”, (First Revision), Bureau of Indian Standards, Manak Bhavan, No. 9, Bahadur Shah Zafar Marg, New Delhi - 110002.

      [10] IS 9096: 2006, “Preservation of Bamboo for Structural Purpose”, (First Revision), Bureau of Indian Standards, Manak Bhavan, No. 9, Bahadur Shah Zafar Marg, New Delhi - 110002.

      [11] IS 10262: 2002, “Method of Mix Design”, (Second Revision), Bureau of Indian Standards, Manak Bhavan, No. 9, Bahadur Shah Zafar Marg, New Delhi - 110002.

      [12] IS 456: 2000, “Method of Tests for Concrete”, (First Revision), Bureau of Indian Standards, Manak Bhavan, No. 9, Bahadur Shah Zafar Marg, New Delhi - 110002.

      [13] IS 13311 (Part-2): 1992, “Non-Destructive Testing of Concrete-Methods of Test”, (1st Rev.), Bureau of Indian Standards, Manak Bhavan, No. 9, Bahadur Shah Zafar Marg, New Delhi - 110002.

      [14] IS 516: 1959, “Method of Tests for Strength of Concrete”, (Eighteenth Reprint), Bureau of Indian Standards, Manak Bhavan, No. 9, Bahadur Shah Zafar Marg, New Delhi - 110002.

      [15] Khan IK, “Performance of Bamboo Reinforced Concrete Beams”, International Journal of Science, Environment Technology, Vol. 3, No.3, (2014), pp.836-840.

      [16] Lade F & Ikponmwosa EF, “Scope of Bamboo reinforcement in Concrete Beams for Low-cost Housing”, Journal of Construction and Materials Technology, Vol.3, No.1-2, (2006), pp.39-45.

      [17] Procedures EO, Operating Instructions, PUNDIT Lab, Switzerland, 2011.

      [18] Suppiah S & Venugopal M, “Bamboo Reinforced Concrete Slabs for Fence Walls”, Journal of Sustainable Development, Vol.8, No.9, (2015).

      [19] Dewi SM & Nuralinah D, “The Recent Research on Bamboo Reinforced Concrete”, MATEC Web of Conferences, Vol.103, (2017).

      [20] Terai M & Minami K, “Research and Development of Bamboo Reinforced Concrete Structure”, 15th World Conference on Earthquake Engineering, (2012), pp.23-36.

      [21] Shetty MS, Concrete Technology: Theory and Practice (7th ed.), S. Chand Publishing Co., New Delhi, (2012).

      [22] G Abilbakieva, M Knissarina, K Adanov, S Seitenova, G Bekeshova (2018). Managerial competence of future specialists of the education system (Preschool education and upbringing) and medicine in the comparative aspect. Opción, Año 33, No. 85. 44-62.

      [23] Akhpanov, S. Sabitov, R. Shaykhadenov (2018). Criminal pre-trial proceedings in the Republic of Kazakhstan: Trend of the institutional transformations. Opción, Año 33. 107-125.


 

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Article ID: 17967
 
DOI: 10.14419/ijet.v7i3.27.17967




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