Sustainable composite development: Novel use of human hair as fiber in concrete
In the present era, to recycle waste and to reduce environmental pollution is the main objectives of sustainable development. Many researchers are working on new techniques and thinking for innovation in the field of concrete technology by utilizing the waste material in concrete. This research aims...
- Autores:
-
Bheel, Naraindas
Awoyera, Paul
Aluko, Oluwatobi Gbenga
Mahro, Santosh
amelec, viloria
Severiche Sierra, Carlos Alberto
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2020
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/8026
- Acceso en línea:
- https://hdl.handle.net/11323/8026
https://doi.org/10.1016/j.cscm.2020.e00412
https://repositorio.cuc.edu.co/
- Palabra clave:
- Human hair
Fiber reinforcement
Mechanical properties
Environmental pollution
Waste reuse
- Rights
- openAccess
- License
- CC0 1.0 Universal
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Sustainable composite development: Novel use of human hair as fiber in concrete |
| title |
Sustainable composite development: Novel use of human hair as fiber in concrete |
| spellingShingle |
Sustainable composite development: Novel use of human hair as fiber in concrete Human hair Fiber reinforcement Mechanical properties Environmental pollution Waste reuse |
| title_short |
Sustainable composite development: Novel use of human hair as fiber in concrete |
| title_full |
Sustainable composite development: Novel use of human hair as fiber in concrete |
| title_fullStr |
Sustainable composite development: Novel use of human hair as fiber in concrete |
| title_full_unstemmed |
Sustainable composite development: Novel use of human hair as fiber in concrete |
| title_sort |
Sustainable composite development: Novel use of human hair as fiber in concrete |
| dc.creator.fl_str_mv |
Bheel, Naraindas Awoyera, Paul Aluko, Oluwatobi Gbenga Mahro, Santosh amelec, viloria Severiche Sierra, Carlos Alberto |
| dc.contributor.author.spa.fl_str_mv |
Bheel, Naraindas Awoyera, Paul Aluko, Oluwatobi Gbenga Mahro, Santosh amelec, viloria Severiche Sierra, Carlos Alberto |
| dc.subject.spa.fl_str_mv |
Human hair Fiber reinforcement Mechanical properties Environmental pollution Waste reuse |
| topic |
Human hair Fiber reinforcement Mechanical properties Environmental pollution Waste reuse |
| description |
In the present era, to recycle waste and to reduce environmental pollution is the main objectives of sustainable development. Many researchers are working on new techniques and thinking for innovation in the field of concrete technology by utilizing the waste material in concrete. This research aims to check the effect of a human hair (waste material) as fiber on the fresh, physical and mechanical properties of concrete with 0%, 1%, 2%, 3%, and 4% of human hair by volume of cement. In this regard, a total of 180 concrete specimens (cubes, cylinders, and prisms) was made and cured after 7th, 28th, and 90th day. The result indicated that the compressive strength was enhanced by 8.15 % at 1% human hair after 28 days as indirecttensile strength and flexural strength were improved by 21.83 % and 12.71 % at 2% of human hair after 28 days, respectively. Also, the density of concrete gets reduced with rising in the content of human hair, and water absorption is improved, as the content of human hair increases after 28 days, respectively. Besides, the modulus of elasticity increased with the inclusion of human hair after every curing period, and drying shrinkage of concrete is minimized with the addition of human hair as fibers in concrete at 40 days. The slump value was reduced as the content of human hair increased. |
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2020 |
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2020-08-03 |
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2021-03-16T20:49:41Z |
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2021-03-16T20:49:41Z |
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https://doi.org/10.1016/j.cscm.2020.e00412 |
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Corporación Universidad de la Costa |
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eng |
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eng |
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[1] N. Bheel, M.A. Jokhio, J.A. Abbasi, H.B. Lashari, M.I. Qureshi, A.S. Qureshi, Rice husk ash and fly ash effects on the mechanical properties of concrete, Eng.Technol. Appl. Sci. Res. 10 (2) (2020) 5402–5405. [2] N. Bheel, A.W. Abro, I.A. Shar, A.A. Dayo, S. Shaikh, Z.H. Shaikh, Use of rice husk ash as cementitious material in concrete, Eng. Technol. Appl. Sci. Res. 9(3) (2019) 4209–4212. [3] N. Bheel, K.A. Kalhoro, T.A. Memon, Z.U.Z. Lashari, M.A. Soomro, U.A. Memon, Use of marble powder and tile powder as cementitious materials inconcrete, Eng. Technol. Appl. Sci. Res. 10 (2) (2020) 5448–5451. [4] N.D. Bheel, F.A. Memonb, S.L. Meghwar, A.W. Abroa, I.A. Shara, Millet husk ash as environmental friendly material in cement concrete, Proceedings ofthe 5thInternational Conference on Energy, Environment and Sustainable Development, Mehran UET Jamshoro, Sindh, Pakistan: Energy andEnvironment Engineering Research Group, 2018, pp. 153–158. [5] N. Bheel, R.A. Abbasi, S. Sohu, S.A. Abbasi, A.W. Abro, Z.H. Shaikh, Effect of tile powder used as a cementitious material on the mechanical properties ofconcrete, Eng. Technol. Appl. Sci. Res. 9 (5) (2019) 4596–4599. [6] A.A. Dayo, A. Kumar, A. Raja, N. Bheel, Z.H. Shaikh, Use of Sugarcane bagasse ash as a fine aggregate in cement concrete, Eng. Sci. Technol. Int. Res. J. 3 (3)(2019) 8–11. [7] N.D. Bheel, S.A. Abbasi, S.L. Meghwar, F.A. Shaikh, Effect of human hair as fibers in cement concrete, International Conference on SustainableDevelopment in Civil Engineering, 1(2017) , pp. 67–72. [8] A.M. Neville, J.J. Brooks, Properties of Concrete, 2nd edition, Pearson Education Ltd, England, 2010. [9] A. Gupta, Human hair (waste) and its utilization: gaps and possibilities, J. Waste Manag. 2014 (2014)498018 pp. 1-17. [10] M. Brebu, I. Spiridon, Thermal degradation of keratin waste, J. Anal. Appl. Pyrolysis 91 (2) (2011) 288–295. [11] A.M. Neville, J.J. Brooks, Properties of Concrete, 2nd edition, Pearson Education Ltd, England, 2007, pp. 269. [12] United Nations-Department of Economic and Social Affairs (Population Division), World Population 2012, United Nations Publication, USA, 2013August. [13] C.S. Gupta, Clay traditional material for making handicrafts, Indian J. Trad. Knowl. 7 (1) (2008) pp. 166-124. [14] N. Bantia, R. Gupta, Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete, Cement Concrete Res. J. 36 (7) (2006) 1263–12679. [15] L. Dvorkin, O. Dvorkin, V. Zhitkovsky, Y. Ribakov, A method for optimal design of steel fiber reinforced concrete composition, Mater. Design J. 32 (1)(2011) 246–254. [16] L. Dvorkin, O. Dvorkin, S. Nwaubani, Construction Materials, Nova Science Publishers Inc., New York, 2010, pp. 409 [17] K.W. Day, Concrete Mix Design, Quality Control and Specification, 3rd edition, Taylor and Francis Publisher, New York, 2006, pp. 214. [18] F. Bayramov, C. Tasdemir, M.A. Tasdemir, Optimization of steel fiber reinforced concrete by means of statistical response surface method, Cem. Concr.Compos. 26 (6) (2004) 665–675. [19] N. Banthia, S.M. Soleimani, Flexural response of hybrid fiber reinforced cementitious composites, ACI Mater. J. 102 (5) (2005) 382–389. [20] V.C. Li, S. Wang, C. Wu, Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composites (PVA-ECC), ACI Mater. J. 98 (6)(2001) 483–492. [21] P.K. Nelson, V.C. Li, T. Kamada, Fracture toughness of microfiber reinforced cement composites, ACI Mater. J. 14 (5) (2002) 384–391.2 [22] R.V. Balendran, F.P. Zhou, A. Nadeem, Influence of steel fibers on strength and ductility of normal and light weight high strength concrete, Build.Environ. J. 37 (12) (2002) 1361–1367. [23] P. Balaguru, H. Najm, HighPerformance fiber reinforced concrete mixture properties with high fiber volume fractions, ACI Mater. J.101 (2004) 281–286. [24] N. Banthia, C. Zanoti, M. Sappakittipakron, Sustainable fiber reinforced concrete for repair applications, Constr. Build. Mater. 67 (Part-C) (2014) 405–412. [25] N. Bantia, R. Gupta, Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete, Cement Concrete Res. J. 36 (7) (2006) 1263–12679. [26] C. Victor, Li, On engineered cementitious composites: a review of the material and its applications, J. Adv. Concr. Technol. 1 (3) (2003) 215–230. [27] R. Tapfers, Report on Investigation of Different Types of Fibers to Strengthen Cement Paste, Mortar and Concrete, Department of Civil & EnvironmentEngineering, Structural Engineering, Concrete Structures, Chalmers University of Technology, Sweden, 2008. [28] O. Dugenci, T. Haktanir, F. Altun, Experimental research for the effect of high temperature on the mechanical properties of steel fiber reinforcedconcrete, Constr. Build. Mater. 75 (2015) 82–88. [29] H. Wang, A. Belorbi, Ductility characteristics of fiber reinforced concrete beams reinforced with FRP rebar, Constr. Build. Mater. 25 (5) (2011) 2391–2401. [30] V.S. Parameswaran, Fiber reinforced concrete: a versatile construction material, Build. Environ. J. 26 (3) (1991) 301–305. [31] P. Rossi, Ultra-high-performance Fiber reinforced concretes, Concr. Int. (12) (2001) 46–52. [32] N.M. Heymans, Archaeology, experimental archaeology and ethno archaeology on bread ovens in Syria, Civilization 49 (2002) pp. 197-122. [33] M.M. Al-Darbi, N.O. Saeed, L.O. Ajijolavia, M.R. Aslam, A novel well cementing technology using natural fibers, Pet. Sci. Technol. 24 (11) (2006) 1267–1282. [34] D. Jain, A. Kothari, Hair fiber reinforced concrete, Res. J. Recent Sci. 1 (2012) 128–133. [35] S.L. Meghwar, G.B. Kheskheli, A. Kumar, R.B. Mahar, Recycling of human scalp hair as environmental friendly material in cement concrete, Proceedingsof 4th International Conference on Energy, Environment and Sustainable Development, Energy and Environment Engineering Research Group, PaperID: EESD_2016_54, Mehran University of Engineering & Technology, Jamshoro, Pakistan, November 1-3, 2016. [36] Y. Batebi, A. Mirzagoltarbar, S.M. Shabanian, S. Fateri, Experimental investigation of shrinkage nano hair reinforced concrete, Iran. J. Energy Environ. 4(1) (2013) 68–72. [37] P.N. Balaguru, P.S. Surendra, Fiber Reinforced Cement Composites, 1st edition, McGraw Hill Publisher, USA, 1996. [38] D.D.L. Chung, Dispersion of short fibers in cement, J. Mater.Civil Eng. 17 (4) (2005) 379–383. [39] S. Pyo, K. Wille, S. El-Tawil, A.E. Naaman, Strain rate dependent properties of ultra high performance fiber reinforced concrete (UHP-FRC) under tension,Cem. Concr. Compos. 56 (2015) 15–24, doi:http://dx.doi.org/10.1016/j.cemconcomp.2014.10.002. [40] R. Gettu, D.R. Gardner, H. Saldivar, B.E. Barragan, Study of the distribution and orientation of Fiber in SFRC specimens, Mater. Struct. 38 (2005) 31–37. [41] M.S. Maddah, V. Bencheikh, Properties of concrete reinforced with different kinds of industrial waste fiber materials, Constr. Build. Mater. 23 (2009)3196–3205. [42] B. Boolekbache, M. Hamrat, M. Chemrook, S. Amziane, Flowability of Fiber reinforced concrete and its effects on the mechanical properties of thematerial, Constr. Build. Mater. J. 24 (9) (2010) 1664–1671. [43] ASTM C191-19, Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle, ASTM International, West Conshohocken, PA, 2019. [44] ASTM, C, 136. Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates, American Society for Testing and Materials, Philadelphia, PA,2005. [45] ASTM C127, Standard Method of Test for Specific Gravity and Water Absorption of Coarse Aggregate, American Society for Testing and Materials, 1993. [46] ASTM C128, Standard Method of Test for Specific Gravity and Water Absorption of Fine Aggregate, American Society for Testing and Materials, 1993. [47] ASTM, C, Standard test method for bulk density (“Unit weight”) and voids in aggregate 29/C 29M,”, Annual Book of ASTM Standards, (1997) , pp. 4. [48] Standard, ASTM, C143-90, Standard test method for slump of hydraulic cement concrete, Annual Book of ASTM Standards, (1991) , pp. 4. [49] Standard, ASTM, C39/C39M, Standard test method for compressive strength of concrete specimens, Annual Book of ASTM Standards, (2015) , pp. 9. [50] ASTM, C, Test for Splitting Tensile Strength of Cylindrical Concrete Specimens 496-90, (1990) . [51] ASTM, C., 293, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam With Center-point Loading), ASTM International, WestConshohocken, PA, 2008 ASTM C, pp.293-208. [52] ASTM C1754 / C1754M-12, Standard Test Method for Density and Void Content of Hardened Pervious Concrete, ASTM International, WestConshohocken, PA, 2012. [53] ASTM C1585-13, Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic-Cement Concretes, ASTM International, WestConshohocken, PA, 2013. [54] ASTM C. 469, ASTM C.469/C469M-14: standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression, Annual Bookof ASTM Standards, (2014) . [55] ASTM C426-07, Standard Test Method for Linear Drying Shrinkage of Concrete Masonry Units, ASTM International, West Conshohocken, PA, 2007. [56] S.L. Meghwar, G.B. Khaskheli, A. Kumar, Human scalp hair as fiber reinforcement in cement concrete, Mehran Univ. Res. J. Eng. Technol. 39 (2) (2020)443. |
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Bheel, Naraindas42be46f8a91c563996af41ff0abd45a8Awoyera, Paul3f8aad724a3f0e31810e1e798763729bAluko, Oluwatobi Gbenga2a7ef9e589c3ab07584ddd2b49df1e9aMahro, Santosh484a5f8bcf1ac3441251bae678a8fb4aamelec, viloria2f22a05451ff1bbfc2d4dd00035c952fSeveriche Sierra, Carlos Alberto813bdb933011df474edb91c5591c19ff2021-03-16T20:49:41Z2021-03-16T20:49:41Z2020-08-0322145095https://hdl.handle.net/11323/8026https://doi.org/10.1016/j.cscm.2020.e00412Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/In the present era, to recycle waste and to reduce environmental pollution is the main objectives of sustainable development. Many researchers are working on new techniques and thinking for innovation in the field of concrete technology by utilizing the waste material in concrete. This research aims to check the effect of a human hair (waste material) as fiber on the fresh, physical and mechanical properties of concrete with 0%, 1%, 2%, 3%, and 4% of human hair by volume of cement. In this regard, a total of 180 concrete specimens (cubes, cylinders, and prisms) was made and cured after 7th, 28th, and 90th day. The result indicated that the compressive strength was enhanced by 8.15 % at 1% human hair after 28 days as indirecttensile strength and flexural strength were improved by 21.83 % and 12.71 % at 2% of human hair after 28 days, respectively. Also, the density of concrete gets reduced with rising in the content of human hair, and water absorption is improved, as the content of human hair increases after 28 days, respectively. Besides, the modulus of elasticity increased with the inclusion of human hair after every curing period, and drying shrinkage of concrete is minimized with the addition of human hair as fibers in concrete at 40 days. The slump value was reduced as the content of human hair increased.application/pdfengCorporación Universidad de la CostaCC0 1.0 Universalhttp://creativecommons.org/publicdomain/zero/1.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Case Studies in Construction Materialshttps://www.sciencedirect.com/science/article/pii/S221450952030084XHuman hairFiber reinforcementMechanical propertiesEnvironmental pollutionWaste reuseSustainable composite development: Novel use of human hair as fiber in concreteArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/acceptedVersion[1] N. Bheel, M.A. Jokhio, J.A. Abbasi, H.B. Lashari, M.I. Qureshi, A.S. Qureshi, Rice husk ash and fly ash effects on the mechanical properties of concrete, Eng.Technol. Appl. Sci. Res. 10 (2) (2020) 5402–5405.[2] N. Bheel, A.W. Abro, I.A. Shar, A.A. Dayo, S. Shaikh, Z.H. Shaikh, Use of rice husk ash as cementitious material in concrete, Eng. Technol. Appl. Sci. Res. 9(3) (2019) 4209–4212.[3] N. Bheel, K.A. Kalhoro, T.A. Memon, Z.U.Z. Lashari, M.A. Soomro, U.A. Memon, Use of marble powder and tile powder as cementitious materials inconcrete, Eng. Technol. Appl. Sci. Res. 10 (2) (2020) 5448–5451.[4] N.D. Bheel, F.A. Memonb, S.L. Meghwar, A.W. Abroa, I.A. Shara, Millet husk ash as environmental friendly material in cement concrete, Proceedings ofthe 5thInternational Conference on Energy, Environment and Sustainable Development, Mehran UET Jamshoro, Sindh, Pakistan: Energy andEnvironment Engineering Research Group, 2018, pp. 153–158.[5] N. Bheel, R.A. Abbasi, S. Sohu, S.A. Abbasi, A.W. Abro, Z.H. Shaikh, Effect of tile powder used as a cementitious material on the mechanical properties ofconcrete, Eng. Technol. Appl. Sci. Res. 9 (5) (2019) 4596–4599.[6] A.A. Dayo, A. Kumar, A. Raja, N. Bheel, Z.H. Shaikh, Use of Sugarcane bagasse ash as a fine aggregate in cement concrete, Eng. Sci. Technol. Int. Res. J. 3 (3)(2019) 8–11.[7] N.D. Bheel, S.A. Abbasi, S.L. Meghwar, F.A. Shaikh, Effect of human hair as fibers in cement concrete, International Conference on SustainableDevelopment in Civil Engineering, 1(2017) , pp. 67–72.[8] A.M. Neville, J.J. Brooks, Properties of Concrete, 2nd edition, Pearson Education Ltd, England, 2010.[9] A. Gupta, Human hair (waste) and its utilization: gaps and possibilities, J. Waste Manag. 2014 (2014)498018 pp. 1-17.[10] M. Brebu, I. Spiridon, Thermal degradation of keratin waste, J. Anal. Appl. Pyrolysis 91 (2) (2011) 288–295.[11] A.M. Neville, J.J. Brooks, Properties of Concrete, 2nd edition, Pearson Education Ltd, England, 2007, pp. 269.[12] United Nations-Department of Economic and Social Affairs (Population Division), World Population 2012, United Nations Publication, USA, 2013August.[13] C.S. Gupta, Clay traditional material for making handicrafts, Indian J. Trad. Knowl. 7 (1) (2008) pp. 166-124.[14] N. Bantia, R. Gupta, Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete, Cement Concrete Res. J. 36 (7) (2006) 1263–12679.[15] L. Dvorkin, O. Dvorkin, V. Zhitkovsky, Y. Ribakov, A method for optimal design of steel fiber reinforced concrete composition, Mater. Design J. 32 (1)(2011) 246–254.[16] L. Dvorkin, O. Dvorkin, S. Nwaubani, Construction Materials, Nova Science Publishers Inc., New York, 2010, pp. 409[17] K.W. Day, Concrete Mix Design, Quality Control and Specification, 3rd edition, Taylor and Francis Publisher, New York, 2006, pp. 214.[18] F. Bayramov, C. Tasdemir, M.A. Tasdemir, Optimization of steel fiber reinforced concrete by means of statistical response surface method, Cem. Concr.Compos. 26 (6) (2004) 665–675.[19] N. Banthia, S.M. Soleimani, Flexural response of hybrid fiber reinforced cementitious composites, ACI Mater. J. 102 (5) (2005) 382–389.[20] V.C. Li, S. Wang, C. Wu, Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composites (PVA-ECC), ACI Mater. J. 98 (6)(2001) 483–492.[21] P.K. Nelson, V.C. Li, T. Kamada, Fracture toughness of microfiber reinforced cement composites, ACI Mater. J. 14 (5) (2002) 384–391.2[22] R.V. Balendran, F.P. Zhou, A. Nadeem, Influence of steel fibers on strength and ductility of normal and light weight high strength concrete, Build.Environ. J. 37 (12) (2002) 1361–1367.[23] P. Balaguru, H. Najm, HighPerformance fiber reinforced concrete mixture properties with high fiber volume fractions, ACI Mater. J.101 (2004) 281–286.[24] N. Banthia, C. Zanoti, M. Sappakittipakron, Sustainable fiber reinforced concrete for repair applications, Constr. Build. Mater. 67 (Part-C) (2014) 405–412.[25] N. Bantia, R. Gupta, Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete, Cement Concrete Res. J. 36 (7) (2006) 1263–12679.[26] C. Victor, Li, On engineered cementitious composites: a review of the material and its applications, J. Adv. Concr. Technol. 1 (3) (2003) 215–230.[27] R. Tapfers, Report on Investigation of Different Types of Fibers to Strengthen Cement Paste, Mortar and Concrete, Department of Civil & EnvironmentEngineering, Structural Engineering, Concrete Structures, Chalmers University of Technology, Sweden, 2008.[28] O. Dugenci, T. Haktanir, F. Altun, Experimental research for the effect of high temperature on the mechanical properties of steel fiber reinforcedconcrete, Constr. Build. Mater. 75 (2015) 82–88.[29] H. Wang, A. Belorbi, Ductility characteristics of fiber reinforced concrete beams reinforced with FRP rebar, Constr. Build. Mater. 25 (5) (2011) 2391–2401.[30] V.S. Parameswaran, Fiber reinforced concrete: a versatile construction material, Build. Environ. J. 26 (3) (1991) 301–305.[31] P. Rossi, Ultra-high-performance Fiber reinforced concretes, Concr. 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