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The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC

Ingeniería e investigación, 2022-08, Vol.42 (2), p.e87120-e87120 [Peer Reviewed Journal]

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  • Title:
    The Self Healing Effect on Bacteria Enriched Steel Fiber Reinforced SCC
  • Author: Raman, Vasudev ; Philip, Nivin ; Baven, Nijo
  • Subjects: Autorreparación ; Bacteria ; bacterias ; Compacting ; Crack propagation ; Ductile fracture ; Durability ; ENGINEERING, MULTIDISCIPLINARY ; Fiber reinforced concretes ; Limestone ; Mechanical propertie ; Micro silica ; micro sílice ; Microorganisms ; Moisture content ; propiedades mecánicas ; Reinforcing steels ; Self healing ; Silicon dioxide ; Steel fibers ; Steel structures
  • Is Part Of: Ingeniería e investigación, 2022-08, Vol.42 (2), p.e87120-e87120
  • Description: 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.
  • Publisher: Bogota: Universidad Nacional de Colombia
  • Language: English;Portuguese
  • Identifier: ISSN: 0120-5609
    ISSN: 2248-8723
    EISSN: 2248-8723
    DOI: 10.15446/ing.investig.87120
  • Source: SciELO
    ProQuest Central
    Dialnet
    DOAJ Directory of Open Access Journals

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