Peer-reviewed articles 17,970 +



Title: NATURAL FIBRES AS A SUSTAINABLE ALTERNATIVE FOR REDUCING CONCRETE MICROCRACKING

NATURAL FIBRES AS A SUSTAINABLE ALTERNATIVE FOR REDUCING CONCRETE MICROCRACKING
Cecilia Fuentealba; MSc. Andres Cesar; Eng. Fernanda Ramirez; Dr. Mauricio Pradena-Miquel
10.5593/sgem2023v/6.2
1314-2704
English
23
6.2
•    Prof. DSc. Oleksandr Trofymchuk, UKRAINE 
•    Prof. Dr. hab. oec. Baiba Rivza, LATVIA
The incorporation of natural fibres as reinforcement of concrete is attractive from a sustainable perspective. In fact, natural fibres improve the deformation capacity and increase the ductility of concrete. In addition, natural fibres are lightweight, renewable, less expensive than man-made fibres and locally abundant. However, in order to determine their use in different concrete applications, it is necessary to know the impact on the mechanical properties and the benefits that can be obtained by incorporating the fibres. In this regard, the objective of the present study is to determine the impact of incorporating 0.5%, 1.0% and 1.5% eucalyptus fibre on the workability, compressive strength of concrete and the ability to control the development of micro-cracks. The results indicate that as fibre percentages increases, the workability decreases. However, for all the cases evaluated, the reduction in workability was not significant. Additionally, in all cases, higher compressive strength was observed at 7 days of age compared to the control sample without fibre. This fact may represent constructive advantages from a construction time optimisation perspective. Finally, the samples with fibres decreased the length, width and number of cracks generated in the concrete. Therefore, eucalyptus fibres are suitable as an alternative to control micro-cracking, which can increase the service life of the structures and save maintenance costs.
[1] Thomas, B. S., Yang, J., Mo, K. H., Abdalla, J. A., Hawileh, R. A., Ariyachandra,E., Biomass ashes from agricultural wastes as supplementary cementitious materials or aggregate replacement in cement/geopolymer concrete: A comprehensive review.Journal of Building Engineering, vol 40, pp 102332, 2021.
[2] Monteiro, P.J., Miller, S.A., Horvath, A., Towards sustainable concrete. NatureMaterial, vol. 16/issue 7, pp 698–699, 2017.
[3] de Souza Castoldi, R., de Souza, L.M.S., de Andrade Silva, F., Comparative studyon the mechanical behavior and durability of polypropylene and sisal fiber reinforcedconcretes, Construction and Building Materials, vol 211, pp 617–628, 2019.
[4] Chalioris, C.E., Kosmidou, P.M.K., Karayannis, C.G., Cyclic response of steel fiberreinforced concrete slender beams: An experimental study, Materials, vol 12/issue 9, p1398.
[5] Kytinou, V.K., Chalioris, C.E., Karayannis, C.G., Elenas, A., Effect of Steel Fiberson the Hysteretic Performance of Concrete Beams with Steel Reinforcement—Tests andAnalysis, Materials, vol 13/issue 13, p 2923, 2020.
[6] Balasubramanian, J.C., Selvan, S.S., Experimental investigation of natural fiberreinforced concrete in construction industry, International Research Journal ofEngineering and Technology, vol 2/issue 1, pp 179-182, 2015.
[7] Pacheco-Torgal, F., Jalali, S., Cementitious building materials reinforced withvegetable fibers: A review, Construction and Building Materials, vol 25/issue 2, pp 575-581, 2011.
[8] Mansilla, C., Pradena, M., Fuentealba, C., Cesar, A., Perspectives of UsingEucalyptus Bark Fibre in Concrete, Prime Archives in Sustainability: 2nd Edition, pp 1-29, 2022.Evaluation of Mechanical Properties of Concrete Reinforced with Eucalyptus globulusBark Fibers, Sustainability, vol 12/issue 23, p 10026, 2020.
[9] Ferreira, V., Boyero, L., Calvo, C., Correa, F., Figueroa, R., Goncalves, J.F.,Goyenola, G., Graca, M.A., Hepp, L.U., Kariuki, S., Lopez-Rodriguez, A., Mazzeo, N.,M’Erimba, C., Monroy, S., Peil, A., Pozo, J., Rezende, R., Teixeira-de-Mello, F, Aglobal assessment of the effects of eucalyptus plantations on stream ecosystemfunctioning, Ecosystems, vol 22/issue 3, pp 629–642, 2019.
[10] INN. Ensayo de compresion de probetas cubicas y cilindricas, NCh 1037:2009,Instituto Nacional de Normalizacion. Santiago, Chile, 2009. (In Spanish)
[11] ASTM C143, Standard Test Method for Slump of Hydraulic-Cement Concrete;American Society for Testing Materials, West Conshohocken, PA, USA, 2015.
[12] ASTM C1579-13, Standard Test Method for Evaluating Plastic ShrinkageCracking of Restrained 587 Fiber Reinforced Concrete (Using a Steel Form Insert),ASTM International, West Conshohocken, 588 PA, 2013.
[13] ASTM C270., Standard Specification for Mortar for Unit Mansonry; AmericanSociety for Testing Materials, West Conshohocken, PA, USA, 2015.
[14] INN. Determinacion de la Consistencia–Parte 3: Metodo del Asentamiento delcono., NCh2257/3. Of 96, Instituto de Nacional de Normalizacion, Santiago, Chile,1996. (In Spanish)
[15] Reunion Internationale des Laboratoires d’Essais et de Recherches Sur LesMateriaux et Les Construction (RILEM), RILEM Technical Recommendations for theTesting and Use of Construction Materials, 1st ed.; CRC Press: London, UK, 1994.
The authors acknowledge the support of ANID BASAL FB210015 CENAMAD.
conference
Proceedings of 23rd International Multidisciplinary Scientific GeoConference SGEM 2023
23rd International Multidisciplinary Scientific GeoConference SGEM 2023, 28-30 November, 2023
Proceedings Paper
STEF92 Technology
International Multidisciplinary Scientific GeoConference-SGEM
SWS Scholarly Society; Acad Sci Czech Republ; Latvian Acad Sci; Polish Acad Sci; Russian Acad Sci; Serbian Acad Sci and Arts; Natl Acad Sci Ukraine; Natl Acad Sci Armenia; Sci Council Japan; European Acad Sci, Arts and Letters; Acad Fine Arts Zagreb Croatia; Croatian Acad Sci and Arts; Acad Sci Moldova; Montenegrin Acad Sci and Arts; Georgian Acad Sci; Acad Fine Arts and Design Bratislava; Russian Acad Arts; Turkish Acad Sci.
585-592
28-30 November, 2023
website
9644
Eucalyptus globulus, microcracking, natural fibres, reinforced concrete, sustainable concrete