Journals / Iğdır Üniversitesi Fen Bilimleri Enstitüsü Dergisi / 2020 / Cilt: 10 - Sayı: 2

Mechanical Performance of Basalt Fibre Reinforced Concretes

Pages
1093–1106
Publication Date
2020-06-01
DOI
—
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The optimization analysis has inferred that the BF content of 0.356% provides the optimum result with the w/c ratio of 0.47.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:The fresh and hardened characteristics of concrete reinforced with basalt fiber (BF) have been investigated in the presented study.
📊
Key Findings & Data:The chopped micro BF with the length of 12 mm are included in concrete mixes at 0.2%, 0.4%, 0.6% and 0.8% of total volume along with the variation of water to cement ratios (w/c) of 0.47 and 0.59.
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Conclusion & Impact:The optimization analysis has inferred that the BF content of 0.356% provides the optimum result with the w/c ratio of 0.47.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Basalt fiber · fiber-reinforced concrete · ptimization

Abstract

The fresh and hardened characteristics of concrete reinforced with basalt fiber (BF) have been investigated in the presented study. The chopped micro BF with the length of 12 mm are included in concrete mixes at 0.2%, 0.4%, 0.6% and 0.8% of total volume along with the variation of water to cement ratios (w/c) of 0.47 and 0.59. Mechanical features of concrete incorporating BF are specified using the parameters obtained from static modulus of elasticity, compressive, flexural and splitting tensile strength tests. The multi objective optimization analyses using response surface method (RSM) is performed by the parameterization of the minimized cost and the maximized performance based on the dependent parameters presented. Test results reveal that the mechanical properties are improved while the workability of concrete is remarkably deteriorated by BF incorporation. The optimization analysis has inferred that the BF content of 0.356% provides the optimum result with the w/c ratio of 0.47.

Özet

The fresh and hardened characteristics of concrete reinforced with basalt fiber (BF) have been investigated in the presented study. The chopped micro BF with the length of 12 mm are included in concrete mixes at 0.2%, 0.4%, 0.6% and 0.8% of total volume along with the variation of water to cement ratios (w/c) of 0.47 and 0.59. Mechanical features of concrete incorporating BF are specified using the parameters obtained from static modulus of elasticity, compressive, flexural and splitting tensile strength tests. The multi objective optimization analyses using response surface method (RSM) is performed by the parameterization of the minimized cost and the maximized performance based on the dependent parameters presented. Test results reveal that the mechanical properties are improved while the workability of concrete is remarkably deteriorated by BF incorporation. The optimization analysis has inferred that the BF content of 0.356% provides the optimum result with the w/c ratio of 0.47.

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Cite This Article

ALGIN, Z., MERMERDAŞ, K., KHALID, L. W. (2020). Mechanical Performance of Basalt Fibre Reinforced Concretes. Iğdır Üniversitesi Fen Bilimleri Enstitüsü Dergisi, Cilt: 10 - Sayı: 2, 1093–1106. https://ajindex.com/articles/257221

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References (5)

  1. ACI 318, Building Code Requirements for Structural Concrete and Commentary (318R-08), American Concrete Institute, Farmington Hills, MI, 2008.
  2. Alnahhal W, Aljidda O, 2018. Flexural Behavior of Basalt Fibre Reinforced Concrete Beams with Recycled Concrete Coarse Aggregates. Construction and Building Materials, 169: 165–178. Arivalagan S, 2012. Study on the Compressive and Split Tensile Strength Properties of Basalt Fibre Concrete Members. Global Journal of Researches in Engineering Civil and Structural Engineering, 12 (4): 23-28. ASTM C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, ASTM International, West Conshohocken, PA, 2018. ASTM C469, Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression, ASTM International, West Conshohocken, PA, 2014. ASTM C496, Standard test method for split tensile strength of cylindrical concrete specimens, ASTM International, West Conshohocken, PA, 2017. ASTM C78, Standard test method for flexural strength of concrete (using simple beam with third-point loading), ASTM International, West Conshohocken, PA, 2016.
  3. Ayub T, Shafiq N, Nuruddin MF, 2014a. Effect of Chopped Basalt Fibers on the Mechanical Properties and Microstructure of High Performance Fiber Reinforced Concrete. Advances in Materials Science and Engineering, Article ID 587686, 14 pages. Ayub T, Shafiq N, Nuruddin MF, 2014b. Mechanical Properties of High-performance Concrete Reinforced with Basalt Fibres. Procedia Engineering, 77: 131-139. Borhan TM, 2012. Properties of Glass Concrete Reinforced with Short Basalt Fibre. Materials and Design 42: 265–271. Borhan TM, 2013. Thermal and Mechanical Properties of Basalt Fibre Reinforced Concrete. World Academy of Science, Engineering and Technology, 7 (4): 334-337.
  4. Budkonstruktsiya LLC, Technobasalt-Invest, 2013. Test conclusions on tensile strength in bending of Basalt Fibre concrete. Results obtained by the Research and Development enterprise Budkonstruktsiya LLC. CEB-FIP, CEB-FIP model code, Thomas Telford Services Ltd, Thomas Telford House, 1 Heron Quay, London E14 4JD, for the Comite Euro-International du Beton. EPF Lausanne, Case Postale 88, CH to 15 Lausanne, Switzerland, 1990.
  5. Chen B, Liu J, 2005. Contribution of Hybrid Fibres on the Properties of the High Strength Lightweight Concrete Having Good Workability. Cement and Concrete Research, 35 (5): 913–917. Chen F, 2013. An Experimental Study on Mechanical Properties of Basalt Fibre Re