Mechanical Performance of Basalt Fibre Reinforced Concretes

Yıl 2020, , 1093 - 1106, 01.06.2020

Zeynep Algın , Kasım Mermerdaş , Lawand Waleed Khalıd

https://doi.org/10.21597/jist.626757

Cited By: 3

Öz

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.

Anahtar Kelimeler

Basalt fiber, fiber-reinforced concrete, ptimization, strength, workability, response surface method

Destekleyen Kurum

Harran Üniversitesi Bilimsel Araştırma Projeleri Koordinasyon Birimi (HÜBAK)

Proje Numarası

18046

Kaynakça

• ACI 318, Building Code Requirements for Structural Concrete and Commentary (318R-08), American Concrete Institute, Farmington Hills, MI, 2008.
• 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.
• 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.
• 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.
• 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 Reinforced Concrete. Applied Mechanics and Materials, 405-408: 2767-2770.
• Deák T, Czigány T, 2009. Chemical Composition and Mechanical Properties of Basalt and Glass Fibres: a Comparison. Textile Research Journal, 79 (7): 645–651.
• Dong JF, Wang QY, Guan ZW, Material Properties of Basalt Fibre Reinforced Concrete Made with Recycled Earthquake Waste. Construction and Building Materials, 130: 241-251.
• Elshafie S, Whittleston G, 2015. Revıew of the Effect of Basalt Fibre Lengths and Proportıons on the Mechanıcal Propertıes of Concrete. IJRET: International Journal of Research in Engineering and Technology, 4 (1): 458-465.
• Fiore V, Di Bella G, Valenza A, 2011. Glass-Basalt/Epoxy Hybrid Composites for Marine Applications. Materials and Design, 32 (4): 2091–2099.
• Fiore V, Scalici T, Di Bella G, Valenza A, 2015. Review on Basalt Fibre and Its Composites. Composite Part B: Engineering, 74: 74-94.
• Jiang C, Fan K, Wu F, Chen D, 2014. Experimental Study on the Mechanical Properties and Microstructure of Chopped Basalt Fibre Reinforced Concrete. Materials and Design, 58: 187–193.
• Jiang CH, McCarthy TJ, Chen D, Dong Q, 2010. Influence of Basalt Fibre on Performance of Cement Mortar. Key Engineering Materials, 426-427: 93-96.
• Jun W, Ye Z, 2010. Experimental Research on Mechanical and Working Properties of Non-Dipping Chopped Basalt Fibre Reinforced Concrete. 3rd International Conference on Information Management, Innovation Management and Industrial Engineering, Kunming, China, November 26-28, 2010, pp.635-637.
• Kabay N, 2014. Abrasion Resistance and Fracture Energy of Concretes with BF. Construction of Building Materials. 50: 95–101.
• Ketan G, Kulkarni SM, 2012. The Performance of Basalt Fibre in High Strength Concrete. Journal of Information, Knowledge and Research in Civil Engineering, 2 (2): 117-124.
• Kızılkanat AB, Kabay N, Akyüncü V, Chowdhury S, Akça, AH, 2015. Mechanical Properties and Fracture Behavior of Basalt and Glass fiber reinforced Concrete: An Experimental Study. Construction and Building Materials, 100: 218-224.
• Lopresto V, Leone C, De Iorio I, 2011. Mechanical Characterization of Basalt Fibre Reinforced Plastic. Composite Part B: Engineering, 42 (4): 717–723.
• Ma J, Qiu X, Cheng L, Wang Y, 2010. Experimental Research on the Fundamental Mechanical Properties of Presoaked BF Concrete. The 5th International Conference on FRP Composites in Civil Engineering, Beijing, China, September 27-29, 2010, 2010, pp.85-88.
• Mohammadi Y, Singh SP, Kaushik SK, 2008. Properties of Steel Fibrous Concrete Containing Mixed Fibres in Fresh and Hardened State. Construction and Building Materials, 22 (5): 956–965.
• Palchik PP, 2011. On Control Testing of Fiber-Concrete Samples to Determine Their Compression and Tensile Strength at Bending. Protocol No 64-1-11, Kyiv National University of Construction and Architecture.
• Poznya OR, Kirakevych II, Stechyshyn MS, 2014. Properties of Self-Compacting Concrete with Basalt Fiber. Lviv Polytechnic National University, Department of Building Production, 149-154.
• Raj S, Gopinath S, Iyer NR, 2014. Compressive Behavior of BF Reinforced Composite. International Journal of Structural Analysis & Design, 1 (1), 49-53.
• Sim J, Park C, Moon DY, 2005. Characteristics of Basalt Fibre as a Strengthening Material for Concrete Structures. Composite Part B: Engineering, 36 (6-7): 504–512.
• Singaravadivelan R, Chinnadurai P, Karthikeyan G, Muthuramu KL, Ramamoorthy NV, 2012. An Experimental Study Has Been Carried Out to Evaluate the Behavior of Concrete Elements Using Basalt Chopped Strands Fiber. International Conference on Chemical, Bio-Chemical and Environmental Sciences, Singapore, December 14-15, 2012, pp.31-34.
• Solikin M, 2012. High Performance Concrete with High Volume Ultra Fine Fly Ash Reinforced with Basalt Fibre. RMIT University School of Civil, Environmental and Chemical Engineering, Melbourne, Australia, Ph.D. Thesis (Printed).
• Wang X, Wu Z, Wu G, Zhu H, Zen F, 2013. Enhancement of Basalt FRP by Hybridization for Long-Span Cable-Stayed Bridge. Composite Part B: Engineering, 44 (1): 184–192.
• Wang Y, Wu HC, Li VC, 2000. Concrete Reinforcement with Recycled Fibers. Journal of Materials in Civil Engineering, 12 (4): 314-319.
• Wei B, Cao H, Song S, 2010. Tensile Behaviour Contrast of Basalt and Glass Fibres after Chemical Treatment. Materials and Design, 31 (9): 4244–4250.
• Wei B, Cao HL, Song SH, 2011. Degradation of Basalt Fibre and Glass Fibre/Epoxy Resin Composites in Seawater. Corrosion Science, 53 (1): 426–431.
• Whitcomb PJ, Anderson MJ, 2004. RSM Simplified: Optimizing Processes Using Response Surface Methods for Design of Experiments. Taylor & Francis, New York, 304p.
• Wu H, Zhao J, Wang Z, 2013. Study on Micro-Structure and Durability of Fiber Concrete. Research Journal of Applied Sciences, Engineering and Technology, 5 (2): 659-664.
• Yazıcı S, Inan G, Tabak V, 2007. Effect of Aspect Ratio and Volume Fraction of Steel Fiber on the Mechanical Properties of SFRC. Construction and Building Materials, 21 (6): 1250–1253.