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Experimental Investigation of the Effects of Insulation Materials and Concrete Strength on Temperature Transitions in FRP Reinforced Structural Elements Under High Temperature

Yıl 2023, Cilt: 11 Sayı: 1, 222 - 235, 25.03.2023
https://doi.org/10.29109/gujsc.1167810

Öz

There are serious concerns about the preference of Fiber Reinforced Polymer (FRP) bars, which are widely used in buildings, in reinforced concrete structures due to their sensitivity to high temperatures. Especially in cases where the glass transition temperature of FRPs exceeds, losses occur in the mechanical and physical properties of FRP bars. Fire insulation materials used in reinforced concrete structures are of great importance in protecting the building elements against high temperatures. Insulation materials protect concrete and rebars against high temperatures and prevent strength reductions. In this study, the effects of different fire insulation materials and concrete strength on temperature transitions in FRP reinforced concrete structural elements were determined by experimental studies. The protection performances of the concrete and the rebars in the concrete against the effects of temperature were investigated. The study was carried out in 500 oC environments that can reach the glass transition temperature (80-110 oC) of FRP bars. Ambient temperatures, concrete surface temperatures and reinforcement surface temperatures in the concrete were measured depending on time with the experimental setup created. As a result of the study, it was determined that fire insulation materials are more effective than concrete strengths. In the effect of ambient temperature on the concrete surface, while the rock wool allowed a temperature transition of 13%, this value was 22% in glass wool and 26% in red drywall.

Kaynakça

  • [1] A. Bahrami and M. Nematzadeh, “Bond behavior of lightweight concrete-filled steel tubes containing rock wool waste after exposure to high temperatures,” Constr. Build. Mater., vol. 300, p. 124039, Sep. 2021, doi: 10.1016/J.CONBUILDMAT.2021.124039.
  • [2] C. Buzkan and E. Erten, “Yüksek Katlı Çelik ve Betonarme Taşıyıcı Sistemli Yapıların Yangın Davranışları Üzerine Bir Araştırma,” Ç.Ü. Fen ve Mühendislik Bilim. Derg., vol. 34, no. 2, 2016.
  • [3] F. Kocataşkın, Yapı Malzemesi Bilimi. İstanbul: Birsen Yayınevi, 2000.
  • [4] A. S. Abdulrahman and M. R. A. Kadir, “Behavior and flexural strength of fire damaged high strength reinforced rectangular concrete beams after strengthening with CFRP laminates,” Ain Shams Eng. J., vol. 13, no. 6, p. 101767, Nov. 2022, doi: 10.1016/J.ASEJ.2022.101767.
  • [5] A. M. Papadopoulos, “State of the art in thermal insulation materials and aims for future developments,” Energy Build., vol. 37, no. 1, pp. 77–86, Jan. 2005, doi: 10.1016/J.ENBUILD.2004.05.006.
  • [6] T. Vrána and K. Gudmundsson, “Comparison of fibrous insulations – Cellulose and stone wool in terms of moisture properties resulting from condensation and ice formation,” Constr. Build. Mater., vol. 24, no. 7, pp. 1151–1157, Jul. 2010, doi: 10.1016/J.CONBUILDMAT.2009.12.026.
  • [7] X. Wu, J.-Y. Liu, X. Zhao, A.-H. Yi, and Y.-L. Wu, “Research on fire resistance performance of rock wool material element,” World Build. Mater., p. 6, 2011.
  • [8] A. Yörükoğlu, F. Akkurt, and S. Çulha, “Investigation of boron usability in rock wool production,” Constr. Build. Mater., vol. 243, p. 118222, May 2020, doi: 10.1016/J.CONBUILDMAT.2020.118222.
  • [9] J. Yliniemi, O. Laitinen, P. Kinnunen, and M. Illikainen, “Pulverization of fibrous mineral wool waste,” J. Mater. Cycles Waste Manag. 2017 202, vol. 20, no. 2, pp. 1248–1256, Dec. 2017, doi: 10.1007/S10163-017-0692-3.
  • [10] J. Yliniemi, P. Kinnunen, P. Karinkanta, and M. Illikainen, “Utilization of Mineral Wools as Alkali-Activated Material Precursor,” Mater. 2016, Vol. 9, Page 312, vol. 9, no. 5, p. 312, Apr. 2016, doi: 10.3390/MA9050312.
  • [11] A. P. Luz and S. Ribeiro, “Use of glass waste as a raw material in porcelain stoneware tile mixtures,” 2006, doi: 10.1016/j.ceramint.2006.01.001.
  • [12] F. Matteucci, M. Dondi, and G. Guarini, “Effect of soda-lime glass on sintering and technological properties of porcelain stoneware tiles”, Accessed: Jul. 14, 2022. [Online]. Available: www.elsevier.com/locate/ceramint
  • [13] R. V Silva, J. De Brito, C. Q. Lye, and R. K. Dhir, “The role of glass waste in the production of ceramic-based products and other applications: A review,” 2017, doi: 10.1016/j.jclepro.2017.08.185.
  • [14] A. Tucci, L. Esposito, E. Rastelli, C. Palmonari, and E. Rambaldi, “Use of soda-lime scrap-glass as a fluxing agent in a porcelain stoneware tile mix”, doi: 10.1016/S0955-2219(03)00121-3.
  • [15] D. Norsk, A. Sauca, and K. Livkiss, “Fire resistance evaluation of gypsum plasterboard walls using machine learning method,” Fire Saf. J., vol. 130, p. 103597, Jun. 2022, doi: 10.1016/J.FIRESAF.2022.103597.
  • [16] J. R. Mehaffey, P. Cuerrier, and G. Carisse, “A model for predicting heat transfer through gypsum-board/wood-stud walls exposed to fire,” Fire Mater., vol. 18, no. 5, pp. 297–305, Sep. 1994, doi: 10.1002/FAM.810180505.
  • [17] G. Thomas, “Thermal properties of gypsum plasterboard at high temperatures,” Fire Mater., vol. 26, no. 1, pp. 37–45, Jan. 2002, doi: 10.1002/FAM.786.
  • [18] B. Andres, K. Livkiss, A. Bhargava, and P. van Hees, “Using Micro-Scale and Solid Material Data for Modelling Heat Transfer in Stone Wool Composites Under Heat Exposures,” Fire Technol., vol. 57, no. 4, pp. 1541–1567, Jul. 2021, doi: 10.1007/S10694-021-01122-0/TABLES/13.
  • [19] B. Close Andres and P. van Hees, “Properties of Gypsum Plasterboard Exposed to Standard Fires.”
  • [20] S. Cramer, O. Friday, R. White, and G. Sriprutkiat, “Mechanical Properties of Gypsum Board at Elevated Temperatures, Fire and Materials 2003,” in 8th International Conference, 2003, pp. 33–42.
  • [21] I. Rahmanian, “Thermal and Mechanıcal Propertıes of Gypsum Boards And Theır Influences on Fıre Resıstance of Gypsum Board Based Systems,” University of Manchester, 2011.
  • [22] S. Yerel KANDEMİR, B. Şeyh Edebali Üniversitesi, İ. Mühendisliği Bölümü, and M. Mühendisliği Bölümü, “Dıştan yalıtım uygulamalarında farklı duvar modelleri için optimum yalıtım kalınlıklarının belirlenmesi ve ekonomik analizleri Veli BEKTAŞ Emin AÇIKKALP,” DÜMF Mühendislik Derg., vol. 10, pp. 275–288, 2019, doi: 10.24012/dumf.401958.
  • [23] B. E. Yüce, C. Acar, N. Ömer, H. Üniversitesi, M. Fakültesi, and M. M. Bölümü, “Bitlis İlinde Farklı Yakıtlar ve Duvar Bileşenleri İçin Optimum Yalıtım Kalınlığı ve Enerji Tasarrufunun Analizi Analysis of Optimum Insulation Thickness and Energy Saving for Different Fuels and Wall Components in Bitlis Province,” BEU J. Sci., vol. 10, no. 4, pp. 1426–1434, 2021, doi: 10.17798/bitlisfen.959930.
  • [24] M. Robert and B. Benmokrane, “Behavior of GFRP Reinforcing Bars Subjected to Extreme Temperatures,” Artic. J. Compos. Constr., 2010, doi: 10.1061/(ASCE)CC.1943-5614.0000092.
  • [25] F. Aydın and Ş. Arslan, “Investigation of the durability performance of FRP bars in different environmental conditions,” Adv. Concr. Constr., vol. 12, no. 4, pp. 295–302, 2021, doi: 10.12989/acc.2021.12.4.295.
  • [26] S. Solyom, M. Di Benedetti, M. Guadagnini, and G. L. Balázs, “Effect of temperature on the bond behaviour of GFRP bars in concrete,” Compos. Part B Eng., vol. 183, p. 107602, Feb. 2020, doi: 10.1016/J.COMPOSITESB.2019.107602.

Experimental Investigation of the Effects of Insulation Materials and Concrete Strength on Temperature Transitions in FRP Reinforced Structural Elements Under High Temperature

Yıl 2023, Cilt: 11 Sayı: 1, 222 - 235, 25.03.2023
https://doi.org/10.29109/gujsc.1167810

Öz

There are serious concerns about the preference of Fiber Reinforced Polymer (FRP) bars, which are widely used in buildings, in reinforced concrete structures due to their sensitivity to high temperatures. Especially in cases where the glass transition temperature of FRPs exceeds, losses occur in the mechanical and physical properties of FRP bars. Fire insulation materials used in reinforced concrete structures are of great importance in protecting the building elements against high temperatures. Insulation materials protect concrete and rebars against high temperatures and prevent strength reductions. In this study, the effects of different fire insulation materials and concrete strength on temperature transitions in FRP reinforced concrete structural elements were determined by experimental studies. The protection performances of the concrete and the rebars in the concrete against the effects of temperature were investigated. The study was carried out in 500 oC environments that can reach the glass transition temperature (80-110 oC) of FRP bars. Ambient temperatures, concrete surface temperatures and reinforcement surface temperatures in the concrete were measured depending on time with the experimental setup created. As a result of the study, it was determined that fire insulation materials are more effective than concrete strengths. In the effect of ambient temperature on the concrete surface, while the rock wool allowed a temperature transition of 13%, this value was 22% in glass wool and 26% in red drywall.

Kaynakça

  • [1] A. Bahrami and M. Nematzadeh, “Bond behavior of lightweight concrete-filled steel tubes containing rock wool waste after exposure to high temperatures,” Constr. Build. Mater., vol. 300, p. 124039, Sep. 2021, doi: 10.1016/J.CONBUILDMAT.2021.124039.
  • [2] C. Buzkan and E. Erten, “Yüksek Katlı Çelik ve Betonarme Taşıyıcı Sistemli Yapıların Yangın Davranışları Üzerine Bir Araştırma,” Ç.Ü. Fen ve Mühendislik Bilim. Derg., vol. 34, no. 2, 2016.
  • [3] F. Kocataşkın, Yapı Malzemesi Bilimi. İstanbul: Birsen Yayınevi, 2000.
  • [4] A. S. Abdulrahman and M. R. A. Kadir, “Behavior and flexural strength of fire damaged high strength reinforced rectangular concrete beams after strengthening with CFRP laminates,” Ain Shams Eng. J., vol. 13, no. 6, p. 101767, Nov. 2022, doi: 10.1016/J.ASEJ.2022.101767.
  • [5] A. M. Papadopoulos, “State of the art in thermal insulation materials and aims for future developments,” Energy Build., vol. 37, no. 1, pp. 77–86, Jan. 2005, doi: 10.1016/J.ENBUILD.2004.05.006.
  • [6] T. Vrána and K. Gudmundsson, “Comparison of fibrous insulations – Cellulose and stone wool in terms of moisture properties resulting from condensation and ice formation,” Constr. Build. Mater., vol. 24, no. 7, pp. 1151–1157, Jul. 2010, doi: 10.1016/J.CONBUILDMAT.2009.12.026.
  • [7] X. Wu, J.-Y. Liu, X. Zhao, A.-H. Yi, and Y.-L. Wu, “Research on fire resistance performance of rock wool material element,” World Build. Mater., p. 6, 2011.
  • [8] A. Yörükoğlu, F. Akkurt, and S. Çulha, “Investigation of boron usability in rock wool production,” Constr. Build. Mater., vol. 243, p. 118222, May 2020, doi: 10.1016/J.CONBUILDMAT.2020.118222.
  • [9] J. Yliniemi, O. Laitinen, P. Kinnunen, and M. Illikainen, “Pulverization of fibrous mineral wool waste,” J. Mater. Cycles Waste Manag. 2017 202, vol. 20, no. 2, pp. 1248–1256, Dec. 2017, doi: 10.1007/S10163-017-0692-3.
  • [10] J. Yliniemi, P. Kinnunen, P. Karinkanta, and M. Illikainen, “Utilization of Mineral Wools as Alkali-Activated Material Precursor,” Mater. 2016, Vol. 9, Page 312, vol. 9, no. 5, p. 312, Apr. 2016, doi: 10.3390/MA9050312.
  • [11] A. P. Luz and S. Ribeiro, “Use of glass waste as a raw material in porcelain stoneware tile mixtures,” 2006, doi: 10.1016/j.ceramint.2006.01.001.
  • [12] F. Matteucci, M. Dondi, and G. Guarini, “Effect of soda-lime glass on sintering and technological properties of porcelain stoneware tiles”, Accessed: Jul. 14, 2022. [Online]. Available: www.elsevier.com/locate/ceramint
  • [13] R. V Silva, J. De Brito, C. Q. Lye, and R. K. Dhir, “The role of glass waste in the production of ceramic-based products and other applications: A review,” 2017, doi: 10.1016/j.jclepro.2017.08.185.
  • [14] A. Tucci, L. Esposito, E. Rastelli, C. Palmonari, and E. Rambaldi, “Use of soda-lime scrap-glass as a fluxing agent in a porcelain stoneware tile mix”, doi: 10.1016/S0955-2219(03)00121-3.
  • [15] D. Norsk, A. Sauca, and K. Livkiss, “Fire resistance evaluation of gypsum plasterboard walls using machine learning method,” Fire Saf. J., vol. 130, p. 103597, Jun. 2022, doi: 10.1016/J.FIRESAF.2022.103597.
  • [16] J. R. Mehaffey, P. Cuerrier, and G. Carisse, “A model for predicting heat transfer through gypsum-board/wood-stud walls exposed to fire,” Fire Mater., vol. 18, no. 5, pp. 297–305, Sep. 1994, doi: 10.1002/FAM.810180505.
  • [17] G. Thomas, “Thermal properties of gypsum plasterboard at high temperatures,” Fire Mater., vol. 26, no. 1, pp. 37–45, Jan. 2002, doi: 10.1002/FAM.786.
  • [18] B. Andres, K. Livkiss, A. Bhargava, and P. van Hees, “Using Micro-Scale and Solid Material Data for Modelling Heat Transfer in Stone Wool Composites Under Heat Exposures,” Fire Technol., vol. 57, no. 4, pp. 1541–1567, Jul. 2021, doi: 10.1007/S10694-021-01122-0/TABLES/13.
  • [19] B. Close Andres and P. van Hees, “Properties of Gypsum Plasterboard Exposed to Standard Fires.”
  • [20] S. Cramer, O. Friday, R. White, and G. Sriprutkiat, “Mechanical Properties of Gypsum Board at Elevated Temperatures, Fire and Materials 2003,” in 8th International Conference, 2003, pp. 33–42.
  • [21] I. Rahmanian, “Thermal and Mechanıcal Propertıes of Gypsum Boards And Theır Influences on Fıre Resıstance of Gypsum Board Based Systems,” University of Manchester, 2011.
  • [22] S. Yerel KANDEMİR, B. Şeyh Edebali Üniversitesi, İ. Mühendisliği Bölümü, and M. Mühendisliği Bölümü, “Dıştan yalıtım uygulamalarında farklı duvar modelleri için optimum yalıtım kalınlıklarının belirlenmesi ve ekonomik analizleri Veli BEKTAŞ Emin AÇIKKALP,” DÜMF Mühendislik Derg., vol. 10, pp. 275–288, 2019, doi: 10.24012/dumf.401958.
  • [23] B. E. Yüce, C. Acar, N. Ömer, H. Üniversitesi, M. Fakültesi, and M. M. Bölümü, “Bitlis İlinde Farklı Yakıtlar ve Duvar Bileşenleri İçin Optimum Yalıtım Kalınlığı ve Enerji Tasarrufunun Analizi Analysis of Optimum Insulation Thickness and Energy Saving for Different Fuels and Wall Components in Bitlis Province,” BEU J. Sci., vol. 10, no. 4, pp. 1426–1434, 2021, doi: 10.17798/bitlisfen.959930.
  • [24] M. Robert and B. Benmokrane, “Behavior of GFRP Reinforcing Bars Subjected to Extreme Temperatures,” Artic. J. Compos. Constr., 2010, doi: 10.1061/(ASCE)CC.1943-5614.0000092.
  • [25] F. Aydın and Ş. Arslan, “Investigation of the durability performance of FRP bars in different environmental conditions,” Adv. Concr. Constr., vol. 12, no. 4, pp. 295–302, 2021, doi: 10.12989/acc.2021.12.4.295.
  • [26] S. Solyom, M. Di Benedetti, M. Guadagnini, and G. L. Balázs, “Effect of temperature on the bond behaviour of GFRP bars in concrete,” Compos. Part B Eng., vol. 183, p. 107602, Feb. 2020, doi: 10.1016/J.COMPOSITESB.2019.107602.
Toplam 26 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular Mühendislik
Bölüm Tasarım ve Teknoloji
Yazarlar

Şeymanur Arslan 0000-0001-7012-3338

Ferhat Aydın 0000-0001-9472-8366

Erken Görünüm Tarihi 14 Mart 2023
Yayımlanma Tarihi 25 Mart 2023
Gönderilme Tarihi 27 Ağustos 2022
Yayımlandığı Sayı Yıl 2023 Cilt: 11 Sayı: 1

Kaynak Göster

APA Arslan, Ş., & Aydın, F. (2023). Experimental Investigation of the Effects of Insulation Materials and Concrete Strength on Temperature Transitions in FRP Reinforced Structural Elements Under High Temperature. Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım Ve Teknoloji, 11(1), 222-235. https://doi.org/10.29109/gujsc.1167810

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