Experimental study on the long-term performance of sisal fiber reinforced high-performance concrete subjected to drying-wetting cycles

Plant fibers have been gradually used in cement concrete. However, the long-term performance of high-performance concrete (HPC) reinforced with plant fibers has yet to be studied. This paper investigated the degradation of sisal fiber in HPC subjected to 9 months of drying-wetting cycles. The mechanical properties of HPC specimens were tested, and the degradation of sisal fibers in the HPC matrix was characterized by thermogravimetric analysis, X-ray diffractometer, X-ray photoelectron spectroscopy, and scanning electron microscope. After drying-wetting cycles for 9 months, the mechanical properties of the HPC specimens showed little change (within 10 %); the lignin content of sisal fiber was significantly reduced (the C1/C2 value was decreased by 68.9 %), and a portion of the cellulose was also subjected to alkaline hydrolysis, but there was no significant mineralization phenomenon. Therefore, sisal fiber reinforced HPC has good long-term performance under drying-wetting cycle conditions, but its durability under the coupling of multiple deterioration factors still needs further exploration. • The long-term performance of sisal fiber reinforced UHPC was investigated. • The mechanical properties of UHPC were not affected by drying-wetting cycles. • The sisal fibers inside the UHPC did not exhibit obvious degradation characteristics.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2024-10-22
DOI
https://doi.org/10.1016/j.cscm.2024.e03911
Citations
10
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
2.61

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article

Experimental study on the long-term performance of sisal fiber reinforced high-performance concrete subjected to drying-wetting cycles

Guosheng Ren, Anshuang Su, Xiaojian Gao, Xiaodong Wen
10 citations
Case Studies in Construction Materials
Innovative concrete reinforcement materials
2.61
article

Experimental study on the long-term performance of sisal fiber reinforced high-performance concrete subjected to drying-wetting cycles

Guosheng Ren, Anshuang Su, Xiaojian Gao, Xiaodong Wen
article en
10 citations

Abstract

Plant fibers have been gradually used in cement concrete. However, the long-term performance of high-performance concrete (HPC) reinforced with plant fibers has yet to be studied. This paper investigated the degradation of sisal fiber in HPC subjected to 9 months of drying-wetting cycles. The mechanical properties of HPC specimens were tested, and the degradation of sisal fibers in the HPC matrix was characterized by thermogravimetric analysis, X-ray diffractometer, X-ray photoelectron spectroscopy, and scanning electron microscope. After drying-wetting cycles for 9 months, the mechanical properties of the HPC specimens showed little change (within 10 %); the lignin content of sisal fiber was significantly reduced (the C1/C2 value was decreased by 68.9 %), and a portion of the cellulose was also subjected to alkaline hydrolysis, but there was no significant mineralization phenomenon. Therefore, sisal fiber reinforced HPC has good long-term performance under drying-wetting cycle conditions, but its durability under the coupling of multiple deterioration factors still needs further exploration. • The long-term performance of sisal fiber reinforced UHPC was investigated. • The mechanical properties of UHPC were not affected by drying-wetting cycles. • The sisal fibers inside the UHPC did not exhibit obvious degradation characteristics.

Case Studies in Construction MaterialsVol. 21
Ningbo University of Technology (CN), Harbin Institute of Technology (CN), Heilongjiang Provincial Institute of Hydraulic Research (CN), Yangzhou University (CN)
National Natural Science Foundation of China, Natural Science Foundation of Heilongjiang Province, Natural Science Foundation of Zhejiang Province
Sustainable cities and communities
Openalex Percentile: Top 11%
Innovative concrete reinforcement materials
2.61
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