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

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How to Cite

APA

Raman, V., Philip, N. & Baven, N. (2022). The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC. Ingeniería e Investigación, 42(2), e87120. https://doi.org/10.15446/ing.investig.87120

ACM

[1]
Raman, V., Philip, N. and Baven, N. 2022. The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC. Ingeniería e Investigación. 42, 2 (Apr. 2022), e87120. DOI:https://doi.org/10.15446/ing.investig.87120.

ACS

(1)
Raman, V.; Philip, N.; Baven, N. The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC. Ing. Inv. 2022, 42, e87120.

ABNT

RAMAN, V.; PHILIP, N.; BAVEN, N. The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC. Ingeniería e Investigación, [S. l.], v. 42, n. 2, p. e87120, 2022. DOI: 10.15446/ing.investig.87120. Disponível em: https://revistas.unal.edu.co/index.php/ingeinv/article/view/87120. Acesso em: 13 mar. 2026.

Chicago

Raman, Vasudev, Nivin Philip, and Nijo Baven. 2022. “The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC”. Ingeniería E Investigación 42 (2):e87120. https://doi.org/10.15446/ing.investig.87120.

Harvard

Raman, V., Philip, N. and Baven, N. (2022) “The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC”, Ingeniería e Investigación, 42(2), p. e87120. doi: 10.15446/ing.investig.87120.

IEEE

[1]
V. Raman, N. Philip, and N. Baven, “The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC”, Ing. Inv., vol. 42, no. 2, p. e87120, Apr. 2022.

MLA

Raman, V., N. Philip, and N. Baven. “The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC”. Ingeniería e Investigación, vol. 42, no. 2, Apr. 2022, p. e87120, doi:10.15446/ing.investig.87120.

Turabian

Raman, Vasudev, Nivin Philip, and Nijo Baven. “The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC”. Ingeniería e Investigación 42, no. 2 (April 1, 2022): e87120. Accessed March 13, 2026. https://revistas.unal.edu.co/index.php/ingeinv/article/view/87120.

Vancouver

1.
Raman V, Philip N, Baven N. The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC. Ing. Inv. [Internet]. 2022 Apr. 1 [cited 2026 Mar. 13];42(2):e87120. Available from: https://revistas.unal.edu.co/index.php/ingeinv/article/view/87120

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CrossRef citations6

1. Aditya Kumar, Monga Garg, Nikhil Garg, Sanjeev Kumar, Nishant Rai, Sourav Kumar Das. (2023). A systematic review of the mechanical and durability properties of sustainable bacterial concrete. Materials Today: Proceedings, https://doi.org/10.1016/j.matpr.2023.06.460.

2. Rajesh Anbazhagan, Sumathi Arunachalam. (2025). Self-healing and impact strength evaluation of bio-based lightweight aggregate composite: a smart material for sustainable construction. Biomass Conversion and Biorefinery, 15(19), p.26219. https://doi.org/10.1007/s13399-023-04762-0.

3. Nivin Philip, Ganga V. R, Tennu Syriac. (2024). Effectiveness of Bacteria-Based Self-healing Concrete Under Corrosive Environment. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 48(3), p.1413. https://doi.org/10.1007/s40996-023-01248-x.

4. Nahúm Gamalier Cayo Chileno, Naid Cielo Terrazas Miranda, Helen Francia Vargas Cuba, Wilson Flores Luque, Joaquin Humberto Aquino Rocha, Andréia Arenari de Siqueira, Saulo Rocha Ferreira. (2025). Bio-Based Building Materials - Proceedings of ICBBM 2025. RILEM Bookseries. 61, p.313. https://doi.org/10.1007/978-3-031-92874-1_25.

5. Colunche Idrogo Adamari Nayeli, Leydi Mildred Mayta Tanta, Elvia Del Carpio Alarcon, Bertha Silvana Vera Barrios, Alberto Cristobal Flores Quispe. (2023). Behavior of self-compacting concrete with technological advances in the application of new materials and their influence on the behavior of its physical-mechanical properties: A Review. Salud, Ciencia y Tecnología - Serie de Conferencias, 2, p.535. https://doi.org/10.56294/sctconf2023535.

6. Nahúm Gamalier Cayo Chileno, Naid Cielo Terrazas Miranda, Helen Francia Vargas Cuba, Wilson Flores Luque, Joaquin Humberto Aquino Rocha, Andréia Arenari de Siqueira, Saulo Rocha Ferreira. (2025). Bio-Based Building Materials - Proceedings of ICBBM 2025. RILEM Bookseries. 60, p.539. https://doi.org/10.1007/978-3-031-92777-5_43.

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