Experimental Investigation on the Tensile Strength Behaviour of Coconut Fibre-Reinforced Cement Concrete in Fiji and Pacific Region

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literature review on coconut fibre reinforced concrete

  • Samuela Loaloa Vukicea 10 ,
  • Swetha Thammadi 10 ,
  • Sateesh Pisini 10 &
  • Sanjay Kumar Shukla 10 , 11  

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 72))

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Cement concrete is relatively brittle and its tensile strength is typically only about one-tenths of its compressive strength. It is becoming increasingly popular in various applications to reinforce the concrete with small, randomly distributed fibres. The main purpose is not only to increase the energy absorption capacity, called the toughness of the material, but also to increase the tensile and flexural strength of concrete. This experimental analysis is being carried out to investigate the effects of fibre quantity on tensile strength on coconut fibre-reinforced concrete. Coconut (coir) fibre-reinforced cement concrete with different fibre contents was reviewed together with plain cement concrete and a comparative analysis was made. Tensile strength was investigated for plain concrete mix and coconut fibre-reinforced concrete. The results obtained have been analysed critically and discussed for the practical applications. The results conclude that the addition of 1–4% of coconut fibres increases the tensile strength of plain cement concrete significantly. The fibres also formed a good bonding in the concrete. It can be deduced that the optimum fibre content for enhanced concrete strength is 3% by weight of cement.

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Achudhan, Ali MJIH, Sankar SS, Saikumar K (2018) Experimental study on coir fibre mixed concrete. Int J Pure Appl Math 118(20):2913–2929

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School of Building and Civil Engineering, Fiji National University, Suva, Fiji

Samuela Loaloa Vukicea, Swetha Thammadi, Sateesh Pisini & Sanjay Kumar Shukla

Discipline of Civil and Environmental Engineering, Edith Cowan University, Perth, Australia

Sanjay Kumar Shukla

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Correspondence to Samuela Loaloa Vukicea .

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Varinder S. Kanwar

Edith Cowan University, Joondalup, WA, Australia

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Vukicea, S.L., Thammadi, S., Pisini, S., Shukla, S.K. (2020). Experimental Investigation on the Tensile Strength Behaviour of Coconut Fibre-Reinforced Cement Concrete in Fiji and Pacific Region. In: Kanwar, V., Shukla, S. (eds) Sustainable Civil Engineering Practices. Lecture Notes in Civil Engineering, vol 72. Springer, Singapore. https://doi.org/10.1007/978-981-15-3677-9_4

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M. Ranjitham , S. Mohanraj , K. Ajithpandi , S. Akileswaran , S. K. Deepika Sree; Strength properties of coconut fibre reinforced concrete. AIP Conf. Proc. 23 July 2019; 2128 (1): 020005. https://doi.org/10.1063/1.5117917

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The fiber obtained from the dry outer covering of the coconut fiber is termed as “coir”. This fiber has the best toughness among all natural fibres. These coir fibres have the tendency to be used as reinforcement in low cost concrete structures particularly in earthquake regions because of their property of toughness and sturdiness. Some advantages of coir fibers include insect proof, resistant to fungi and decay, provide good insulation against temperature and sound. They remain unaffected by external factors like humidity. They act as reinforcement substance by giving strength to the composite. To the brittle material concrete, a standard stresses or impact load is applied; the durability is 1/10 th of its compressive strength. Thus, reinforcing bars are used with concrete in order that they face upto tensile stresses and replace the shortage of malleability and strength. For the preparation of fiber concrete solid cube M20 grade cement is employed. The fiber is mixed with cement, fine aggregate (Msand), coarse aggregate (gravel) and needed quantity no f water that forms the concrete mix. A layer of oil is applied evenly within the cube mould to prevent the concrete from sticking to the mould. This concrete mix is then crammed fully within the solid cube mould. This is then left to dry for 24hrs. This is taken out from the mould and immersed curing is to be done for 3-7 days. The comparison of fiber concrete cubes with the conventional concrete cubes was the main aim of this study. Various tests were conducted to determine its compressive strength, density and crushing load.

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