Durability and Mechanical Performance of Sisal-Fiber-Reinforced Cementitious Composites for Permanent Formwork Applications

Reinforced concrete structures must balance immediate structural performance with long-term durability against environmental degradation, particularly carbonation-induced corrosion. While traditional cast-in-place concrete covers serve as the primary barrier, their substitution with prefabricated permanent formworks made of fiber-reinforced cementitious composites often fails to provide the necessary protective qualities required for aggressive environments. This study evaluates the durability and mechanical behavior of sisal-fiber-reinforced cementitious composites specifically engineered for use as permanent formwork. Short sisal fibers, treated by hornification to enhance dimensional stability and fiber–matrix adhesion, were incorporated at dosages of 2%, 4%, and 6% by weight. The experimental program included tests for water absorption, ultrasonic pulse velocity, axial compression, three-point flexural strength, and accelerated carbonation. The results indicated that composites with 2% and 4% of fibers exhibited reduced water absorption, sorptivity, compressive strength, and modulus of elasticity compared to the reference cement matrix. Residual stress values further demonstrated that the composites maintain significant post-cracking strength and stress transfer capacity, confirming their viability for structural elements. Although sisal-fiber-reinforced cementitious composites exhibit higher porosity and water absorption than conventional concrete used as reinforcement cover, they show sufficient resistance to carbonation to ensure a service life exceeding 50 years for reinforced concrete elements.

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Publication Details

Journal
Buildings
Published
2026-04-21
DOI
https://doi.org/10.3390/buildings16081628
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
0.00

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article

Durability and Mechanical Performance of Sisal-Fiber-Reinforced Cementitious Composites for Permanent Formwork Applications

Ruan Carlos de Araújo Moura, Paulo Roberto Lopes Lima, Daniel Véras Ribeiro, Igor Machado da Silva Parente
Buildings
Innovative concrete reinforcement materials
article

Durability and Mechanical Performance of Sisal-Fiber-Reinforced Cementitious Composites for Permanent Formwork Applications

Ruan Carlos de Araújo Moura, Paulo Roberto Lopes Lima, Daniel Véras Ribeiro, Igor Machado da Silva Parente
article en

Abstract

Reinforced concrete structures must balance immediate structural performance with long-term durability against environmental degradation, particularly carbonation-induced corrosion. While traditional cast-in-place concrete covers serve as the primary barrier, their substitution with prefabricated permanent formworks made of fiber-reinforced cementitious composites often fails to provide the necessary protective qualities required for aggressive environments. This study evaluates the durability and mechanical behavior of sisal-fiber-reinforced cementitious composites specifically engineered for use as permanent formwork. Short sisal fibers, treated by hornification to enhance dimensional stability and fiber–matrix adhesion, were incorporated at dosages of 2%, 4%, and 6% by weight. The experimental program included tests for water absorption, ultrasonic pulse velocity, axial compression, three-point flexural strength, and accelerated carbonation. The results indicated that composites with 2% and 4% of fibers exhibited reduced water absorption, sorptivity, compressive strength, and modulus of elasticity compared to the reference cement matrix. Residual stress values further demonstrated that the composites maintain significant post-cracking strength and stress transfer capacity, confirming their viability for structural elements. Although sisal-fiber-reinforced cementitious composites exhibit higher porosity and water absorption than conventional concrete used as reinforcement cover, they show sufficient resistance to carbonation to ensure a service life exceeding 50 years for reinforced concrete elements.

BuildingsVol. 16(8)
Universidade Federal da Bahia (BR), Universidade de São Paulo (BR), Universidade Estadual de Feira de Santana (BR), Universidade Estadual de Santa Cruz (BR)
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, Conselho Nacional de Desenvolvimento Científico e Tecnológico, Fundação de Amparo à Pesquisa do Estado da Bahia, Universidade Estadual de Santa Cruz, Division of Graduate Education
Life in Land
Openalex Percentile: Top 19%
Innovative concrete reinforcement materials
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