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The impact of changes in pore structure on the compressive strength of sulphoaluminate cement concrete at high temperature

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The internal pore structure of sulphoaluminate cement concrete (SACC) significantly affects its mechanical properties. The main purpose of this study was to establish the relationship between pore structure changes and compressive strength after exposure to elevated temperatures. SACC samples that had been cured for 12 months were dried to a constant weight and then exposed to different temperatures (100 °C, 200 °C and 300 °C), after which the compressive strength and pore structure were measured. The pore structure of SACC was quantitatively described by mercury intrusion porosimetry (MIP) and nitrogen adsorption results. The results showed that with increased temperature, the porosity of the SACC samples also increased and the pore structure was gradually destroyed. Moreover, the SACC’s compressive strength gradually decreased with increasing temperature. The relationship between compressive strength and porosity was in close agreement with the compressive strength–porosity equation proposed by Schiller. Therefore, after extensive exposure to elevated temperature, the changes in SACC’s compressive strength can be quantitatively described by the Schiller equation.
Wydawca
Rocznik
Strony
75--85
Opis fizyczny
Bibliogr. 20 poz., rys., tab.
Twórcy
  • School of Materials Science and Engineering, University of Jinan, Jinan, Shandong 250022, China
  • Shandong Provincial Key Laboratory of Preparation and Measurement of Building Materials, Jinan, Shandong 250022, China
autor
  • School of Materials Science and Engineering, University of Jinan, Jinan, Shandong 250022, China
  • Shandong Provincial Key Laboratory of Preparation and Measurement of Building Materials, Jinan, Shandong 250022, China
autor
  • School of Materials Science and Engineering, University of Jinan, Jinan, Shandong 250022, China
  • Shandong Provincial Key Laboratory of Preparation and Measurement of Building Materials, Jinan, Shandong 250022, China
autor
  • School of Materials Science and Engineering, University of Jinan, Jinan, Shandong 250022, China
  • Shandong Provincial Key Laboratory of Preparation and Measurement of Building Materials, Jinan, Shandong 250022, China
autor
  • School of Materials Science and Engineering, University of Jinan, Jinan, Shandong 250022, China
  • Shandong Provincial Key Laboratory of Preparation and Measurement of Building Materials, Jinan, Shandong 250022, China
Bibliografia
  • [1] Y. A.Al-Salloum, H. M. Elsanadedy, A. A. Abadel, (2011): Behavior of FRP-confined concrete after high temperature exposure. Construction and Building Materials, 25, 838–850 https://doi.org/10.1016/j.conbuildmat.2010.06.103
  • [2] Q. Ma, R. Guo, Z. Zhao, Z. Lin, K. He, (2015): Mechanical properties of concrete at high temperature–A review. Construction and Building Materials, 371–383. https://doi.org/10.1016/j.conbuildmat. 2015.05.131
  • [3] J.J.K. Tchekwagep, S. Wang, A.K. Mukhopadhyay, S. Huang, X. Cheng, (2020): Compressive strength of rapid sulfoaluminate cement concrete exposed to elevated temperatures. Ceramics-Silikáty, 299–309. doi.org/10.13168/cs.2020.0019
  • [4] R. Kumar, B. Bhattacharjee, (2003): Porosity, pore size distribution and in situ strength of concrete. Cement and Concrete Research, 155–164. https://doi.org/10.1016/S0008-8846(02)00942-0
  • [5] Erniati, M. W. Tjaronge, Zulharnah, U.R. Irfan, (2015): Porosity, Pore Size and Compressive Strength of Self Compacting Concrete Using Sea Water. Procedia Engineering, 832–837. https://doi.org/10.1016/j.proeng.2015.11.045
  • [6] M. Amadu, M.J. Pegg, (2018): A mathematical determination of the pore size distribution and fractal dimension of a porous sample using spontaneous imbibition dynamics theory. Journal of Petroleum Exploration and Production Technology, 427–435. https://doi.org/10.1007/s13202-018-0477-9
  • [7] Z. Liu, K. Zhao, C. Hu, Y. Tang, (2016): Effect of Water-Cement Ratio on Pore Structure and Strength of Foam Concrete. Advanced in Materials science and engineering, 9520294. https://doi.org/10.1155/2016/9520294
  • [8] M.L.M. Anovitz, D.R. Cole, (2015): Characterization and Analysis of Porosity and Pore Structures. Reviews in Mineralogy and Geochemistry, 61–164. https://doi.org/10.2138/rmg.2015.80.04
  • [9] V. Kodur, (2014): Properties of Concrete at Elevated Temperatures. International. Scholarly Research Notices, 468510. https://doi.org/10.1155/2014/ 468510
  • [10] Eurode 2, EN, 1992-1-2: design of concrete structures. Part 1-2: general rules- structural fire design, European Committee for Standardization, Belgium, 2004.
  • [11] ASCE, Structural fire protection , ASCE committee on fire protection, structural division, American society of civil engineers, New York , USA, 1992
  • [12] B.A. du Plessis, B.J. Olawuyi, W.P. Boshoff, S.G. le Roux, (2016): Simple and fast porosity analysis of concrete using X-ray computed tomography. Materials and Structures. 553–562. https://doi.org/10.1617/s11527-014-0519-9
  • [13] B. Dong, F. Wang, H. Abadikhah, L. Hao, X. Xu, S.A. Khan, G. Wang, S. Agathopoulos, (2019): Simple Fabrication of Concrete with Remarkable Self-Cleaning Ability, Robust Superhydrophobicity, Tailored Porosity, and Highly Thermal and Sound Insulation. ACS Appl. Mater. Interfaces, 42801–42807. https://doi.org/10.1021/acsami.9b14929
  • [14] A. E. Mir, S. G Nehme, (2015): Porosity of self compacting concrete. Procedia Engineering, 145–152. https://doi.org/10.1016/j.proeng.2015.10.071
  • [15] Y. Pei, F. Agostini, F. Skoczylas, Test code for hydraulic concrete. SL 352-2006 (SL352-2006). China institute of water resources and hydropower, 2006.
  • [16] Q. Chen, B.J. Balcom, (2015): Measurement of rockcore capillary pressure curves using a single-speed centrifuge and one-dimensional magnetic-resonance imaging. AIP Publishing, 214720–214720. https://doi:10.1063/1.1924547
  • [17] I.H. Alfahdawi, S.A. Osman, R. Hamid, A.I. ALHadithi, (2019): Influence of PET wastes on the environment and high strength concrete properties exposed to high temperatures. Construction and Building Materials, 358–370. https://doi.org/10.1016/j.conbuildmat.2019.07.214
  • [18] P. Jiang, L. Jiang, J. Zha, Z. Song, (2017): Influence of temperature history on chloride diffusion in high volume fly ash concrete. Construction and Building Materials, 677–685. https://doi.org/10.1016/j.conbuildmat.2017.03.225
  • [19] D. Gawin, F. Pesavento, B.A. Schrefler, (1927): What physical phenomena can be neglected when modelling concrete at high temperature? A comparative study. Part 1: Physical phenomena and mathematical model. International Journal of Solids and Structures, 13. https://doi.org/10.1016/j.ijsolstr.2011.03.004
  • [20] K.K. Shiller, (1971): Strength of porous materials. Cement and Concrete Research, 419–422. https://doi.org/10.1016/0008-8846(71)90035-4
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-115b0136-d8dd-46e1-80d7-3a368d5e5e40
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