An Experimental Study on structural behavior of sisal fiber using self-compacting concrete in addition to Glenium Stream 2

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Autores principales: D. Ashok Kumar, K. Sathes Kumar, Pattivinayagam, Kalayarasan, Gayathri
Formato: Recurso digital
Lenguaje:inglés
Publicado: Zenodo 2026
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author D. Ashok Kumar
K. Sathes Kumar
Pattivinayagam
Kalayarasan
Gayathri
author_facet D. Ashok Kumar
K. Sathes Kumar
Pattivinayagam
Kalayarasan
Gayathri
contents <p><em><span>Self-Compacting concrete is a type of concrete, which is not a product of mixing substances having different properties but a combination of several mix shaving the same flow characteristics. This project presents a comparative study between conventional concrete and self-compacting fibre-reinforced concrete (SCFRC) incorporating sisal fibres. Concrete produced with Portland cement exhibits specific mechanical properties: it has high compressive strength but relatively low tensile strength. This deficiency in tension can be addressed using traditional steel reinforcement and, to some extent, by incorporating an adequate quantity of fibres. Fibre-reinforced concrete (FRC) is a composite material composed of a cementitious matrix with uniformly distributed fibres, which may include steel, nylon, polyethylene, or other materials. The self-compacting nature of the concrete improves its performance in the fresh state, while the inclusion of fibres enhances its mechanical properties in the hardened state. In this study, a hybrid combination of banana and sisal fibres is used. Fibres employed in FRC may be derived from natural sources or manufactured materials such as glass, steel, carbon, or polymers. The fibres used for FRC can be natural material or artificial fibre such as glass, steel, carbon and polymer. Self-compacting concrete offers several technical benefits as well as economic benefits, the use of fibres extends possibilities.</span></em></p> <p><em><span> </span></em></p>
format Recurso digital
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institution Zenodo
language eng
publishDate 2026
publisher Zenodo
record_format zenodo
spellingShingle An Experimental Study on structural behavior of sisal fiber using self-compacting concrete in addition to Glenium Stream 2
D. Ashok Kumar
K. Sathes Kumar
Pattivinayagam
Kalayarasan
Gayathri
Self compacting concrete, fibre, fibre reinforced concrete, self-consolidating concrete, banana fibre, sisal fibre
<p><em><span>Self-Compacting concrete is a type of concrete, which is not a product of mixing substances having different properties but a combination of several mix shaving the same flow characteristics. This project presents a comparative study between conventional concrete and self-compacting fibre-reinforced concrete (SCFRC) incorporating sisal fibres. Concrete produced with Portland cement exhibits specific mechanical properties: it has high compressive strength but relatively low tensile strength. This deficiency in tension can be addressed using traditional steel reinforcement and, to some extent, by incorporating an adequate quantity of fibres. Fibre-reinforced concrete (FRC) is a composite material composed of a cementitious matrix with uniformly distributed fibres, which may include steel, nylon, polyethylene, or other materials. The self-compacting nature of the concrete improves its performance in the fresh state, while the inclusion of fibres enhances its mechanical properties in the hardened state. In this study, a hybrid combination of banana and sisal fibres is used. Fibres employed in FRC may be derived from natural sources or manufactured materials such as glass, steel, carbon, or polymers. The fibres used for FRC can be natural material or artificial fibre such as glass, steel, carbon and polymer. Self-compacting concrete offers several technical benefits as well as economic benefits, the use of fibres extends possibilities.</span></em></p> <p><em><span> </span></em></p>
title An Experimental Study on structural behavior of sisal fiber using self-compacting concrete in addition to Glenium Stream 2
topic Self compacting concrete, fibre, fibre reinforced concrete, self-consolidating concrete, banana fibre, sisal fibre
url https://doi.org/10.5281/zenodo.18949787