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Open access Jul 2026

Study on the Durability Properties of Self Compacting Concrete Incorporating Hybrid Fiber Reinforced

Self-Compacting Concrete (SCC) is a highly workable concrete that consolidates under its self weight, eliminates the need mechanical vibration, and is well suited for placement in congested reinforcement zones. While SCC offers excellent filling ability and surface finish, it generally exhibits lower tensile and post-cracking performance than conventional vibrated concrete (CVC). The mix was proportioned using OPC 53-grade cement, manufactured sand (M-Sand), 10 mm crushed angular coarse aggregate, a polycarboxylate-ether (PCE) based superplasticizer, and a viscosity-modifying admixture (VMA), with hybrid steel and polypropylene fibers incorporated in five dosages (0%, 0.5%, 1%, 1.5%, and 2%) according to EFNARC guidelines. Fresh properties were gauged using the Slump Flow and T50 test, L-Box test, and V-Funnel test, while hardened properties were calculated through compressive strength testing at 3, 7, and 21 days of curing. Durability was assessed through an acid attack test using 5% sulfuric acid (H2SO4) and a Rapid Chloride Penetration Test (RCPT). The results shows that cumulative fiber content reduced flowability, with slump flow decreasing from 650 mm at 1% fiber content to 600 mm at 2%, while all mixes maintained an L-Box ratio between 0.83 and 0.96, confirming good passing ability. Compressive strength increased consistently with fiber content up to 1.5% hybrid fiber dosage, beyond which a marginal reduction was observed, indicating 1.5% as the optimum hybrid fiber content. Durability testing showed an average weight loss of 2.38% and compressive strength loss of 8.70% later 28 days of acid exposure, while the RCPT recorded an average charge passed of 1155 coulombs, placing the concrete in the "low" chloride permeability category. The study concludes that hybrid steel-polypropylene fiber reinforcement, combined with coal ash and GGBS blending, is an effective strategy for enhancing the durability, crack resistance, and long-term performance of Self-Compacting Concrete for high-performance structural applications.

Arun G Patil, Samrudh K, D. S · 0 citations
Open access Jul 2026

Experimental Investigation on Mechanical and Durability Properties of Self-Compacting Concrete Incorporating Fly Ash And GGBS

Selfcompacting Concrete is a innovative and high flowable concrete which can compact by its self-weight without the need for external vibration. This study investigates the Prehardened properties, mechanical properties, and durability characteristics of M30 grade SCC incorporating cosl Ash and Ground Granulated Blast Furnace Slag as partial replacement of cement. SCC mixes were developed respect to EFNARC guidelines using Ordinary Portland cement 53 grade cement, sand, coarse aggregate, superplasticizer, fly ash, and GGBS. 3 trial mixes are prepared by replacing 50% cementitious material with a fly ash-GGBS ternary blend in the ratios 40:60 (SCC M1), 60:40 (SCC M2) and 50:50 (SCC M3), and are compared with vibrated concrete. Pre hardened properties are evaluated with the Slump Flow and T50 test, L-Box test, and V-Funnel test; all SCC mixes satisfied EFNARC acceptance requirment for filling, passing ability and segregation resistance. Mechanical properties were evaluated through compression strength, tensile strength, and flexural strength tests for 3, 7 and 28 days of curing. Among all mixes, SCC M1containing 40% coal ash and 60% GGBS exhibited superior mechanical performance, achieving at 28-day compressive strength of 39.81 MPa compared to 32.25 MPa for CVC. Durability studies carried out using an Acid Attack Test with HNO3 and a Base/Chloride Attack Test with NaCl showed that SCC mixes experienced lower weight loss and strength loss than vibrated concrete, showing enhanced resistance for aggressive environmental conditions. The study concludes that SCC inclusion of flyash and GGBS provides improved workability, higher strength, and enhanced durability, while also promoting sustainable concrete production through reduced cement consumption.

Mahesh Kumar, Samrudh K, Brijbhushan S · 0 citations

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