Effect of textile fabric fiber on mechanical properties of cement-sand mortar

 
 
 
  • Abstract
  • Keywords
  • References
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  • Abstract


    Cement-sand mortar is widely adaptable material used in construction as a binder for masonry walls or aesthetically for rendering and plas-tering. Fibre-reinforced mortar has been used for many years to increases the mortar’s structural properties. This paper discusses the the influence of textile fabric fibre on the properties of cement-sand mortars. Flexural strength test, compressive strength test and drying shrink-age tests were carried out on mortars made with 0%, 0.5%, 1.0%, and 2.0% textile fabric fibre additive. The tests were conducted at 7, 14 and 28 days and the results obtained showed that addition of textile fabric fibre in cement-sand mortar increases the mortar flexural strength and the mortar compressive strength. While, addition of textile fabric fibre reduces the drying shrinkage it can be concluded that textile fabric fibre can be utilized in cement-sand mortar using 1% optimum content.

     

     

     


  • Keywords


    Textile Fabric; Cement-Sand Mortar; Flexural Strength; Compressive Strength; Drying Shrinkage.

  • References


      [1] Ramakrishna, G. and Sundararajan, T. (2019). A novel approach to rheological and impact strength of fibre-reinforced cement/cementitious composites for durability evaluation. Durability and Life Prediction in Biocomposites. Fibre-Reinforced Composites and Hybrid Composites. Elsevier. p. 389-406. https://doi.org/10.1016/B978-0-08-102290-0.00017-9.

      [2] Hanif, I. (2017). Effect of nylon fiber on mechanical properties of cement based mortar. Materials Science and Engineering Conference Series. 2017. https://doi.org/10.1088/1757-899X/271/1/012080.

      [3] Domone, P. and Illston, J. Construction materials: their nature and behaviour. CRC Press (2014).

      [4] Ahmed, A. Properties of conventional cement and thin layer mortars. Construction Materials and Structures. IOS Press. (2014). p. 655-661.

      [5] ASTM, C., 270 standard specification for mortar for unit masonry, annual book of standards. 2006, West Conshohocken: ASTM International.

      [6] Alsalami, ZHA. (2017). Study the effect of partially replacement sand by waste pistachio shells in cement mortar. Applied Adhesion Science. 5(1): p. 19. https://doi.org/10.1186/s40563-017-0099-3.

      [7] BS5628-1:, Code of practice for the use of masonry: Part 1. Structural use of unreinforced masonry. British Standards Institute, 389 Chiswick High Road, London, W4 4AL, http://www.bsi-global.com/, 2005.

      [8] Alsadey, S. (2016). Effect of polypropylene fiber on properties of mortar. Int. J. Energy Sci. Eng. 2: p. 8-12.

      [9] Broda, J., Application of Polypropylene Fibrillated Fibres for Reinforcement of Concrete and Cement Mortars. High Performance Concrete Technology and Applications (2016). p. 189. https://doi.org/10.5772/64386.

      [10] Orban, YA. (2018). Virtual manufacturing and mechanical properties of synthetic fiber-reinforced mortars. Procedia Manufacturing. 22: p. 262-267. https://doi.org/10.1016/j.promfg.2018.03.040.

      [11] Al-Tulaian, B., Al-Shannag, M., and Al-Hozaimy, A. (2014). Recycled Plastic Fibers for Minimizing Plastic Shrinkage Cracking of Cement Based Mortar. Int J Civil Environ Struct Construct Architect Eng. 8: p. 10-16

      [12] Khan, MI. (2020). Impact of waste fibers on the mechanical performance of concrete composites. The Journal of The Textile Institute. p. 1-9. https://doi.org/10.1080/00405000.2020.1736423.

      [13] Yuan, C. (2018). Bond behavior between basalt fibres reinforced polymer sheets and steel fibres reinforced concrete. 176: p. 812-824. https://doi.org/10.1016/j.engstruct.2018.09.052.

      [14] Musa, NM, Lawan, MM, Baba, ZB, and Mukhtar. U. (2020). Performance evaluation of textile fabric fibre reinforced concrete. International Journal of Scientific & Technology Research.Volume 9, Issue 08.

      [15] Gencel, O. (2011). Mechanical properties of self-compacting concrete reinforced with polypropylene fibres. 15(3): p. 216-225. https://doi.org/10.1179/143307511X13018917925900.

      [16] Aghaee, K. and Foroughi, M. (2013). Mechanical properties of lightweight concrete partition with a core of textile waste. Advances in Civil Engineering. https://doi.org/10.1155/2013/482310.

      [17] Alengaram, UJ., Al Muhit, BA and Bin Jumaat, MZ. (2013). Utilization of oil palm kernel shell as lightweight aggregate in concrete–a review. Construction and Building Materials. 38: p. 161-172. https://doi.org/10.1016/j.conbuildmat.2012.08.026.

      [18] NIS-444, Quality standard for ordinary Portland cement. Standards Organisation of Nigeria, (2003). Lagos.

      [19] BSI-882, Specification for aggregates from natural sources for concrete. 1983.

      [20] EN, B., 196-1: 1995, Methods of Testing Cement, Part 1: Determination of Strength. British Standards Institute/The European Committee for Standardisation, Chiswick, London, UK, 1995.

      [21] Abbas, AA. (2013). The effect of steel fiber on some mechanical properties of self compacting concrete. American Journal of civil engineering. 1(3): p. 102-110. https://doi.org/10.11648/j.ajce.20130103.14.

      [22] MIA, M.I.A., Data sheet 23 : The Specification of an Appropriate Mortar. Mineral Products Association Ltd, London, www.mortar.org.uk, 2013.

      [23] Bertelsen, I. Influence of fibre characteristics on plastic shrinkage cracking in cement-based materials: A review. 2020. 230: p. 116769. https://doi.org/10.1016/j.conbuildmat.2019.116769.


 

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Article ID: 31728
 
DOI: 10.14419/ijet.v10i2.31728




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