Araştırma Makalesi
BibTex RIS Kaynak Göster

Effects of Basalt Fibre Utilization on Durability and Mechanical Properties of SIFCON

Yıl 2022, Cilt: 12 Sayı: 2, 231 - 241, 24.12.2022

Zeynep Algın Erdal Özbebek Sümeyra Gerginci Kasım Mermerdaş

Öz

The basalt fibre utilisation in Slurry Infiltrated Fibre Concrete (SIFCON) production has been studied to investigate how the durability and mechanical properties of SIFCON are affected by the basalt fibre replacement with steel fibre. Steel fibre with a length of 30 mm and the basalt fibre having a length of 24 mm are used in the SIFCON mixtures with the replacement ratios of 0%, 25%, 50%, 75% and 100% by volume. The extensive laboratory studies have been conducted to specify compressive strength, flexural strength, sorptivity, water absorption, acid attack and Bohme abrasion resistance in terms of the basalt fibre replacement variation. The results reveal that the increment in basalt fibre replacement ratio decreases the compressive strength and the capillary water absorption while increasing the water absorption values. No significant change in the flexural strength is observed up to 50% basalt fibre utilisation and lower weight loss values are specified in this range for the SIFCON samples exposed to acid solution. The highest Bohme abrasion resistance is identified for samples having the basalt fibre replacement ratio of 25%. The results signifies that the basalt fibre utilisation provides advantages considering the variations in flexural strength, physical and chemical degradation.

Anahtar Kelimeler

SIFCON Basalt fibre Strength Permeability Acid attack Abrasion resistance

Kaynakça

  • Abdalay, N.M.A., Zeini, H.A., Kubba, H.Z. 2019. Effect of impact load on SIFCON. Global Journal of Researches in Engineering, 19:17-27.
  • Akçaözoğlu, K., Kıllı, A. 2021. The effect of curing conditions on the mechanical properties of SIFCON. Revista de la Construcción, 20:37-51. https://doi.org/10.7764/RDLC.20.1.37
  • Alcan, H.G., Bingol, A.F. 2019. Examining SIFCON’s mechanical behaviors according to different fiber and matrix phase. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 43:501–507. https://doi.org/10.1007/s40996-018-00227-x
  • Ali, M.A. 2018. Properties of slurry infiltrated fiber concrete (SIFCON). Ph.D. Thesis, Department of Building and Construction Engineering of the University of Technology.
  • ASTM C109/C109M-20. Standard test method for compressive strength of hydraulic cement mortars (Using 2-in. or [50-mm] cube specimens), West Conshohocken, PA, 2020.
  • ASTM C348-18. Standard test method for flexural strength of hydraulic-cement mortars, West Conshohocken, PA, 2018.
  • ASTM C642-21. Standard test method for density, absorption and voids in hardened concrete, West Conshohocken, PA, 2021.
  • Atis, C., Karahan, O., Ari, K., Sola, Ö.C., Bilim, C. 2009. Relation between strength properties (flexural and compressive) and abrasion resistance of fiber (steel and polypropylene)-reinforced fly ash concrete. Journal of Materials in Civil Engineering, 21:402-408. http://dx.doi.org/10.1061/(ASCE)0899-1561(2009)21:8(402)
  • Bajpai, A., Chandak, R. 2018. Experimental studies on slurry infiltrated fıbrous concrete (SIFCON). International Journal for Technological Research İn Engineering, 5:3180-3183.
  • Bankir, M.B. (2020). Investigation of mechanical and durability properties of hybrid fiber concretes and performance optimization. Ph.D. Thesis, Iskenderun Technical University Engineering and Science Institute, 168 p. (In Turkish)
  • Beglarigale, A., Yalçınkaya, Ç., Keskinateş, M., Yazıcı, H. 2014. The influence of fiber-matrix bond characteristics on tensile performance of SIFCON. 11th International Congress on Advances in Civil Engineering, Istanbul, Turkey.
  • Canbay, M. 2014. The effect of steel and polypropylene fibers as combination and single use SIFCON. M.Sc. Thesis, Sakarya University The Graduate School of Natural and Applied Sciences, 91 p. (In Turkish)
  • Elavarasi, D., Mohan, K.S.R. 2016. Performance of slurry infiltrated fibrous concrete (SIFCON) with silica fume. International Journal of Chemical Sciences, 14:2710-2722.
  • Giridhar, R., Rao, P.R.M. 2015. Determination of mechanical properties of slurry infiltrated concrete (SIFCON). International Journal for Technological Research in Engineering, 2:1366-1368.
  • Ipek, M., Aksu, M. 2019. The effect of different types of fiber on flexure strength and fracture toughness in SIFCON. Construction and Building Materials, 214:207–218. https://doi.org/10.1016/j.conbuildmat.2019.04.055
  • Ipek, M., Aksu, M., Yılmaz, K., Uysal, M. 2014. The effect of pre-setting pressure on the flexural strength and fracture toughness of SIFCON during the setting phase. Construction and Building Materials, 66:515–521. https://doi.org/10.1016/j.conbuildmat.2014.04.107
  • Khamees, S.S., Kadhum, M.M., Alwash, N.A. 2020. Effects of steel fibers geometry on the mechanical properties of SIFCON concrete. Civil Engineering Journal, 6:21-33. http://dx.doi.org/10.28991/cej-2020-03091450
  • Lankard, D.R. 1984. Properties, applications: slurry infiltrated fiber concrete (SIFCON). Concrete International, 6:44-47.
  • Lankard, D.R., Newell, J.K. 1984. Preparation of highly reinforced steel fiber reinforced concrete composites. Fiber Reinforced Concrete–International Symposium, SP-81, American Concrete Institute, pp. 287-306.
  • Sharma, H.K., Singh, V.P. 2008. Performance characteristics SIFCON plates. 2nd IASME/WSEAS International Conference on GEOLOGY and SEISMOLOGY (GES’08), pp. 149-154, Cambridge, UK.
  • Soylu, N., Bingöl, A.F. 2019. Research on effect of the quantity and aspect ratio of steel fibers on compressive and flexural strength of SIFCON. Challenge Journal of Structural Mechanics, 5:29-34. https://doi.org/10.20528/cjsmec.2019.01.004
  • Tabak, V. 2004. Effect of fiber aspect ratio and fiber volume variation on mechanical properties of steel concrete. M.Sc. Thesis, Dokuz Eylül University the Graduate School of Natural and Applied Sciences, 148 p. (In Turkish)
  • TS 2824 EN 1338. Concrete paving blocks-Requirements and test methods. Turkish Standards Institute, 2005.
  • TS EN 1015-3. Methods of test for mortar for masonry - Part 3: Determination of consistence of fresh mortar (by flow table). Turkish Standards Institute, 2000.
  • TS EN 196-1. Methods of testing cement - Part 1: Determination of strength. Turkish Standards Institute, 2016. Tuyan, M., Yazici, H. 2012. Pull-out behavior of single steel fiber from SIFCON matrix. Construction and Building Materials, 35:571-577. https://doi.org/10.1016/j.conbuildmat.2012.04.110
  • Vijayakumar, M., Kumar, P.D. 2017. Experimental investigation on SIFCON with using different type fibers. International Journal of Scientific Research in Civil Engineering, 2:1-4.
  • Wang, M.L., Maji, A.K. 1994. Shear properties of slurry ınfiltrated fiber concrete (SIFCON). Construction and Building Materials, 8:161-168. https://doi.org/10.1016/S0950-0618(09)90029-0
  • Wecharatana, M., Lin, S. 1992. Tensile properties of high performance fiber reinforced concrete. High Performance Fiber Reinforced Cement Composites, London, pp. 248-258.
  • Yan, A., Wu, K., Zhang, X. 2002. A quantitative study on the surface crack pattern of concrete with high content of steel fiber. Cement and Concrete Research, 32:1371-1375. https://doi.org/10.1016/S0008-8846(02)00788-3
  • Yardımcı, M.Y., Yiğiter, H., Aydın, S., Yazıcı, H. 2007. Flexural performance of steam cured SIFCON produced with steel and synthetic-macro fibers. 3rd International Symposium on Sustainability in Cement and Concrete, pp. 681-690, Istanbul, Turkey.
  • Yazıcı, H., Aydın, S., Yiğiter, H., Yardımcı, M.Y., Alptuna, G. 2010. Improvement on SIFCON performance by fiber orientation and high-volume mineral admixtures. Journal of Materials in Civil Engineering, 22:1093-1101. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000114
  • Zhang, Y., Liu, J., Wang, J., Wu, B. 2020. Effect of hybrid steel-basalt fiber on behaviors of manufactured sand RPC and fiber content optimization using center composite design. Advances in Civil Engineering, Article ID 8877750, 17 p. https://doi.org/10.1155/2020/8877750

Bazalt Lif Kullanımının SIFCON’un Dayanıklılık ve Mekanik Özelliklerine Etkisi

Yıl 2022, Cilt: 12 Sayı: 2, 231 - 241, 24.12.2022

Zeynep Algın Erdal Özbebek Sümeyra Gerginci Kasım Mermerdaş

Öz

Bu çalışmada SIFCON üretiminde çelik lif yerine bazalt lif kullanımının SIFCON'un dayanıklılık ve mekanik özelliklerini nasıl etkilediği araştırılmıştır. SIFCON numunelerinde, 24 mm uzunluğundaki bazalt lif hacimce %0, %25, %50, %75 ve %100 oranlarında 30 mm uzunluğundaki çelik lif ile yer değiştirilerek kullanılmıştır. SIFCON numunelerinin dayanıklılık ve mekanik özelliklerini belirlemek için basınç dayanımı, eğilme dayanımı, su emme, kılcal su emme, asit saldırısı ve Böhme aşınma direnci deneyleri yapılmıştır. Sonuçlar, bazalt lifin yer değiştirme oranındaki artışla SIFCON numunelerinin su emme değerinin arttığını, basınç dayanımı ve kılcal su emme değerlerinin ise azaldığını göstermiştir. %50 oranına kadar bazalt lif kullanımı, SIFCON numunelerinin eğilme dayanımı sonuçlarında önemli bir değişikliğe neden olmamıştır. Asit çözeltisine maruz bırakılan SIFCON numuneleri için %50 oranına kadar bazalt lif içeren numunelerde elde edilen ağırlık kaybı değerlerinin daha düşük olduğu belirlenmiştir. En yüksek Böhme aşınma direnci %25 oranında bazalt lif içeren SIFCON numunelerinde elde edilmiştir. Sonuç olarak, eğilme dayanımı, fiziksel ve kimyasal aşınma deneylerindeki değişimler göz önüne alındığında SIFCON üretiminde bazalt lif kullanımı avantaj sağlamaktadır.

Anahtar Kelimeler

SIFCON Bazalt lif Dayanım Geçirimlilik Asit saldırısı Aşınma direnci

Kaynakça

  • Abdalay, N.M.A., Zeini, H.A., Kubba, H.Z. 2019. Effect of impact load on SIFCON. Global Journal of Researches in Engineering, 19:17-27.
  • Akçaözoğlu, K., Kıllı, A. 2021. The effect of curing conditions on the mechanical properties of SIFCON. Revista de la Construcción, 20:37-51. https://doi.org/10.7764/RDLC.20.1.37
  • Alcan, H.G., Bingol, A.F. 2019. Examining SIFCON’s mechanical behaviors according to different fiber and matrix phase. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 43:501–507. https://doi.org/10.1007/s40996-018-00227-x
  • Ali, M.A. 2018. Properties of slurry infiltrated fiber concrete (SIFCON). Ph.D. Thesis, Department of Building and Construction Engineering of the University of Technology.
  • ASTM C109/C109M-20. Standard test method for compressive strength of hydraulic cement mortars (Using 2-in. or [50-mm] cube specimens), West Conshohocken, PA, 2020.
  • ASTM C348-18. Standard test method for flexural strength of hydraulic-cement mortars, West Conshohocken, PA, 2018.
  • ASTM C642-21. Standard test method for density, absorption and voids in hardened concrete, West Conshohocken, PA, 2021.
  • Atis, C., Karahan, O., Ari, K., Sola, Ö.C., Bilim, C. 2009. Relation between strength properties (flexural and compressive) and abrasion resistance of fiber (steel and polypropylene)-reinforced fly ash concrete. Journal of Materials in Civil Engineering, 21:402-408. http://dx.doi.org/10.1061/(ASCE)0899-1561(2009)21:8(402)
  • Bajpai, A., Chandak, R. 2018. Experimental studies on slurry infiltrated fıbrous concrete (SIFCON). International Journal for Technological Research İn Engineering, 5:3180-3183.
  • Bankir, M.B. (2020). Investigation of mechanical and durability properties of hybrid fiber concretes and performance optimization. Ph.D. Thesis, Iskenderun Technical University Engineering and Science Institute, 168 p. (In Turkish)
  • Beglarigale, A., Yalçınkaya, Ç., Keskinateş, M., Yazıcı, H. 2014. The influence of fiber-matrix bond characteristics on tensile performance of SIFCON. 11th International Congress on Advances in Civil Engineering, Istanbul, Turkey.
  • Canbay, M. 2014. The effect of steel and polypropylene fibers as combination and single use SIFCON. M.Sc. Thesis, Sakarya University The Graduate School of Natural and Applied Sciences, 91 p. (In Turkish)
  • Elavarasi, D., Mohan, K.S.R. 2016. Performance of slurry infiltrated fibrous concrete (SIFCON) with silica fume. International Journal of Chemical Sciences, 14:2710-2722.
  • Giridhar, R., Rao, P.R.M. 2015. Determination of mechanical properties of slurry infiltrated concrete (SIFCON). International Journal for Technological Research in Engineering, 2:1366-1368.
  • Ipek, M., Aksu, M. 2019. The effect of different types of fiber on flexure strength and fracture toughness in SIFCON. Construction and Building Materials, 214:207–218. https://doi.org/10.1016/j.conbuildmat.2019.04.055
  • Ipek, M., Aksu, M., Yılmaz, K., Uysal, M. 2014. The effect of pre-setting pressure on the flexural strength and fracture toughness of SIFCON during the setting phase. Construction and Building Materials, 66:515–521. https://doi.org/10.1016/j.conbuildmat.2014.04.107
  • Khamees, S.S., Kadhum, M.M., Alwash, N.A. 2020. Effects of steel fibers geometry on the mechanical properties of SIFCON concrete. Civil Engineering Journal, 6:21-33. http://dx.doi.org/10.28991/cej-2020-03091450
  • Lankard, D.R. 1984. Properties, applications: slurry infiltrated fiber concrete (SIFCON). Concrete International, 6:44-47.
  • Lankard, D.R., Newell, J.K. 1984. Preparation of highly reinforced steel fiber reinforced concrete composites. Fiber Reinforced Concrete–International Symposium, SP-81, American Concrete Institute, pp. 287-306.
  • Sharma, H.K., Singh, V.P. 2008. Performance characteristics SIFCON plates. 2nd IASME/WSEAS International Conference on GEOLOGY and SEISMOLOGY (GES’08), pp. 149-154, Cambridge, UK.
  • Soylu, N., Bingöl, A.F. 2019. Research on effect of the quantity and aspect ratio of steel fibers on compressive and flexural strength of SIFCON. Challenge Journal of Structural Mechanics, 5:29-34. https://doi.org/10.20528/cjsmec.2019.01.004
  • Tabak, V. 2004. Effect of fiber aspect ratio and fiber volume variation on mechanical properties of steel concrete. M.Sc. Thesis, Dokuz Eylül University the Graduate School of Natural and Applied Sciences, 148 p. (In Turkish)
  • TS 2824 EN 1338. Concrete paving blocks-Requirements and test methods. Turkish Standards Institute, 2005.
  • TS EN 1015-3. Methods of test for mortar for masonry - Part 3: Determination of consistence of fresh mortar (by flow table). Turkish Standards Institute, 2000.
  • TS EN 196-1. Methods of testing cement - Part 1: Determination of strength. Turkish Standards Institute, 2016. Tuyan, M., Yazici, H. 2012. Pull-out behavior of single steel fiber from SIFCON matrix. Construction and Building Materials, 35:571-577. https://doi.org/10.1016/j.conbuildmat.2012.04.110
  • Vijayakumar, M., Kumar, P.D. 2017. Experimental investigation on SIFCON with using different type fibers. International Journal of Scientific Research in Civil Engineering, 2:1-4.
  • Wang, M.L., Maji, A.K. 1994. Shear properties of slurry ınfiltrated fiber concrete (SIFCON). Construction and Building Materials, 8:161-168. https://doi.org/10.1016/S0950-0618(09)90029-0
  • Wecharatana, M., Lin, S. 1992. Tensile properties of high performance fiber reinforced concrete. High Performance Fiber Reinforced Cement Composites, London, pp. 248-258.
  • Yan, A., Wu, K., Zhang, X. 2002. A quantitative study on the surface crack pattern of concrete with high content of steel fiber. Cement and Concrete Research, 32:1371-1375. https://doi.org/10.1016/S0008-8846(02)00788-3
  • Yardımcı, M.Y., Yiğiter, H., Aydın, S., Yazıcı, H. 2007. Flexural performance of steam cured SIFCON produced with steel and synthetic-macro fibers. 3rd International Symposium on Sustainability in Cement and Concrete, pp. 681-690, Istanbul, Turkey.
  • Yazıcı, H., Aydın, S., Yiğiter, H., Yardımcı, M.Y., Alptuna, G. 2010. Improvement on SIFCON performance by fiber orientation and high-volume mineral admixtures. Journal of Materials in Civil Engineering, 22:1093-1101. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000114
  • Zhang, Y., Liu, J., Wang, J., Wu, B. 2020. Effect of hybrid steel-basalt fiber on behaviors of manufactured sand RPC and fiber content optimization using center composite design. Advances in Civil Engineering, Article ID 8877750, 17 p. https://doi.org/10.1155/2020/8877750
Toplam 32 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Araştırma Makaleleri
Yazarlar

Zeynep Algın 0000-0001-7004-8403

Erdal Özbebek 0000-0001-9035-9815

Sümeyra Gerginci 0000-0001-5912-7311

Kasım Mermerdaş 0000-0002-1274-6016

Yayımlanma Tarihi 24 Aralık 2022
Yayımlandığı Sayı Yıl 2022 Cilt: 12 Sayı: 2

Kaynak Göster

APA Algın, Z., Özbebek, E., Gerginci, S., Mermerdaş, K. (2022). Effects of Basalt Fibre Utilization on Durability and Mechanical Properties of SIFCON. Karaelmas Fen Ve Mühendislik Dergisi, 12(2), 231-241. https://doi.org/10.7212/karaelmasfen.1101186
AMA Algın Z, Özbebek E, Gerginci S, Mermerdaş K. Effects of Basalt Fibre Utilization on Durability and Mechanical Properties of SIFCON. Karaelmas Fen ve Mühendislik Dergisi. Aralık 2022;12(2):231-241. doi:10.7212/karaelmasfen.1101186
Chicago Algın, Zeynep, Erdal Özbebek, Sümeyra Gerginci, ve Kasım Mermerdaş. “Effects of Basalt Fibre Utilization on Durability and Mechanical Properties of SIFCON”. Karaelmas Fen Ve Mühendislik Dergisi 12, sy. 2 (Aralık 2022): 231-41. https://doi.org/10.7212/karaelmasfen.1101186.
EndNote Algın Z, Özbebek E, Gerginci S, Mermerdaş K (01 Aralık 2022) Effects of Basalt Fibre Utilization on Durability and Mechanical Properties of SIFCON. Karaelmas Fen ve Mühendislik Dergisi 12 2 231–241.
IEEE Z. Algın, E. Özbebek, S. Gerginci, ve K. Mermerdaş, “Effects of Basalt Fibre Utilization on Durability and Mechanical Properties of SIFCON”, Karaelmas Fen ve Mühendislik Dergisi, c. 12, sy. 2, ss. 231–241, 2022, doi: 10.7212/karaelmasfen.1101186.
ISNAD Algın, Zeynep vd. “Effects of Basalt Fibre Utilization on Durability and Mechanical Properties of SIFCON”. Karaelmas Fen ve Mühendislik Dergisi 12/2 (Aralık 2022), 231-241. https://doi.org/10.7212/karaelmasfen.1101186.
JAMA Algın Z, Özbebek E, Gerginci S, Mermerdaş K. Effects of Basalt Fibre Utilization on Durability and Mechanical Properties of SIFCON. Karaelmas Fen ve Mühendislik Dergisi. 2022;12:231–241.
MLA Algın, Zeynep vd. “Effects of Basalt Fibre Utilization on Durability and Mechanical Properties of SIFCON”. Karaelmas Fen Ve Mühendislik Dergisi, c. 12, sy. 2, 2022, ss. 231-4, doi:10.7212/karaelmasfen.1101186.
Vancouver Algın Z, Özbebek E, Gerginci S, Mermerdaş K. Effects of Basalt Fibre Utilization on Durability and Mechanical Properties of SIFCON. Karaelmas Fen ve Mühendislik Dergisi. 2022;12(2):231-4.
 Kapak Resmi İndir