Published

2021-12-18

The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC

El efecto de autocuración en SCC reforzado con fibra de acero enriquecida con bacterias

DOI:

https://doi.org/10.15446/ing.investig.87120

Keywords:

Self healing, Mechanical propertie, Bacteria, Micro silica (en)
Autorreparación, propiedades mecánicas, bacterias, micro sílice (es)

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Authors

  • Vasudev Raman Toc H Institute of Science and Technology, Cochin
  • Nivin Philip Associate Professor, Department of Civil Engineering, SAINTGITS College of Engineering Kottayam, Kerala- 686532 India https://orcid.org/0000-0002-0353-2630
  • Nijo Baven Toc H Institute of Science and Technology, Cochin

Steel fiber reinforced self-compacting concrete is well accepted for better resistance for segregation, and effective use in congested reinforcements. It will have improved ductile property and crack propagation is minimum. As the need for sustainable materials is increasing all over the world, innovative technique for making the concrete more durable have significant importance. As the concrete is prone to cracking, the cracks make the concrete vulnerable to the fact that it debases the concrete and erodes the steel support. Bacterial concrete is a progression of current concrete innovation. The limestone hastening microscopic organisms are brought into the concrete during casting and when the crack happens within the sight of dampness, microorganisms accelerate and mend the breaks. So the presentation of a blend of Self-healing attributes and qualities of Steel fiber fortified self-compacting concrete is headway to the solid business. In this paper Micro silica is utilized to supplant OPC up to 30%. Steel fiber is utilized around 1.5% of all out the volume in Self-compacting concrete. An ideal sum for the Micro silica substitution is 20% of OPC. The exhibition of Self-compacting concrete under specific burdens and the impact of healing are contemplated. The quality of recovered concrete is likewise examined. All together increment in elasticity and durability than typical self-compacting concrete is seen.

El hormigón autocompactante reforzado con fibra de acero es bien aceptado por su mayor resistencia a la segregación y su uso eficaz en refuerzos congestionados. Tiene mejores propiedades dúctiles y la propagación de grietas es mínima. Como la necesidad de materiales sostenibles está aumentando en todo el mundo, las técnicas innovadoras para hacer el hormigón más duradero tienen una importancia significativa. Como el hormigón es propenso a agrietarse, las grietas hacen que el hormigón sea vulnerable al hecho de que degrada el hormigón y erosiona el soporte de acero. El hormigón bacteriano es una progresión de la innovación actual del hormigón. Los organismos microscópicos aceleradores de la piedra caliza se introducen en el hormigón durante la fundición y cuando la grieta se produce a la vista de la humedad, los microorganismos se aceleran y reparan las roturas. Así que la presentación de una mezcla de atributos y cualidades de autocuración del hormigón autocompactante fortificado con fibra de acero es un avance para el negocio sólido. En este trabajo se utiliza micro sílice para suplir el OPC hasta un 30%. La fibra de acero se utiliza en torno al 1,5% del volumen del hormigón autocompactante. Una suma ideal para la sustitución de micro sílice es el 20% del OPC. Se contempla la exposición del hormigón autocompactante bajo cargas específicas y el impacto de la curación. También se examina la calidad del hormigón recuperado. En conjunto, se observa un aumento de la elasticidad y la durabilidad con respecto al hormigón autocompactante típico.

References

ASTM C1621/C1621M-17. Standard Test Method for Passing Ability of Self-Consolidating Concrete by J-Ring, ASTM International, West Conshohocken, PA, (www.astm.org)

ASTM C1723 – 16. Standard Guide for Examination of Hardened Concrete Using Scanning Electron Microscopy, ASTM International, West Conshohocken, PA, www.astm.org

ASTM C597-16, (2016). Standard Test Method for Pulse Velocity Through Concrete, ASTM International, West Conshohocken, PA, www.astm.org

ASTM E1508 - 12a(2019). Standard Guide for Quantitative Anal-ysis by Energy-Dispersive Spectroscopy, ASTM International, West Conshohocken, PA. www.astm.org

BS EN 12350-9:2010. Testing fresh concrete. Self-compacting concrete. V-funnel test, British-Adopted European Standard, Management Centre: Avenue Marnix 17, B-1000 Brussels.

EFNARC, (2002). Specification and Guidelines for Self-Compacting Concrete, Farnham, Surrey GU9 7EN, UK. www.efnarc.org

Fadhil, M. N., Yung, K. C., Mohd, N. A.Azmee(2014) Workability and compressive strength of ductile self-compacting concrete (DSCC) with various cement replacement materials. Construction and Building Materials, 55, 153–157, https://doi.org/10.1016/j.conbuildmat.2013.12.094

Falguni, S., Darshika, P. (2016). An Attempt to Enhance the Properties of Concrete using Bacteria.Global Research and Development Journal for Engineering,2,41- 46.

Ghosh, P., Mandal, S., Chattopadhyay B., Pal S. (2010). Use of microorganisms to improve the strength of cement mortar.Cement and concrete research, vol.35 pp.1980–1983. https://doi.org/10.1016/j.cemconres.2005.03.005

Henk M. J., Thijssen, A., Muyzer, G., Copuroglu, O. (2010). Application of bacteria as self-healing agent for the development of sustainable concrete. Ecological Engineering, 36, 230–235, https://doi.org/10.1016/j.ecoleng.2008.12.036

IS : 516 – 1959. Methods of tests for strength of concrete, BIS, New Delhi.

IS: 13311- Part 1 (1992. Reaffirmed 2004). Non-destructive testing of concrete - methods of test, BIS, New Delhi.

Jeevetha, T., Krishnamoorthi, S., Rampradheep, G.S. (2014).Study on the properties of Self-compacting concrete with Micro silica.The International Journal of Innovative Research in Science, Engineering and Technology,3,11239-11244.

Jonkers, H.M., Thijssen, A., Muyzer, G., Copuroglu, O., Schlangen, E.(2010). Application of bacteria as self-healing agent for the development of sustainable concrete. Ecological Engineering, 36, 230–235. https://doi.org/10.1016/j.ecoleng.2008.12.036

Köksal, F., Altun, F., Yugit, I., Sahin, Y. (2008). Combined effect of silica fume and steel fibre on the mechanical properties of high strength concrete. Constr Build Mater, 22,74–80. https://doi.org/10.1016/j.conbuildmat.2007.04.017

Naveen, B., Sivakamasundari, S., (2016). Study of strength parameters Of bacterial concrete with Controlled concrete and Structural elements made with Concrete enriched with Bacteria, International conference on Engineering innovations and solutions,53-59.

Okamura, H., Ouchi, M. (2003).Self-compacting concrete. Journal Of Advanced Concrete Technology,1, 1-5. https://doi.org/10.3151/jact.1.5

Siddique, R.,Gurwinder, K.K.(2016). Strength and permeation properties of self-compacting concrete containing fly ash and hooked steel fibres.Construction and Building materials, 103, 15-22. https://doi.org/10.1016/j.conbuildmat.2015.11.044

Sivakumar, A., Santhanam, M., (2007).Mechanical properties of high strength concrete reinforced with metallic and non-metallic fibres. Cement and Concrete Composite, 29, 603–608 https://doi.org/10.1016/j.cemconcomp.2007.03.006

Standard Test Method for Passing Ability of Self-Consolidating Concrete by J-Ring, WSDOT Materials Manual M 46-01.15, 1-8.

Tasdemir, M. A., Bayramov, F., (2002). Mechanical behaviour of cement-based composite materials. ITU J Eng, 1(2),125–44.

Tomaz, P. J., (2013). Properties of SFRSCC for optimal rheological and mechanical properties in precast beam.Concrete And Concrete Structures Conference, 290-295.

Wasim, K., Basit, M. E. (2016). Crack healing inconcrete using various bio influenced self-healing techniques. Construction and Building Materials, 102, 349–357. https://doi.org/10.1016/j.conbuildmat.2015.11.006

Xiliang, N., Ding, Y., Zhang, F., Zhang, Y. (2015). Experimental study and prediction model for flexural behaviour of rein-forced SCC beam containing steel fibers.Construction and Building Materials, 93,644-653. https://doi.org/10.1016/j.conbuildmat.2015.06.024

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The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC. (2021). Ingeniería E Investigación, 42(2), e87120. https://doi.org/10.15446/ing.investig.87120