Application of fracture energy for the assessment of frost degradation of high-strength concretes

Sylwia Borowska

s.borowska@doktoranci.pb.edu.pl
Department of Building Structures; Faculty of Civil Engineering and Environmental Sciences; Bialystok University of Technology; (Poland)
https://orcid.org/0000-0003-2100-2673

Marta Kosior-Kazberuk


Department of Building Structures; Faculty of Civil Engineering and Environmental Sciences; Bialystok University of Technology; (Poland)
https://orcid.org/0000-0001-8171-2242

Abstract

Knowledge of fracture mechanics parameters can help for a more accurate assessment of frost degradation of high-strength concrete. High strength concretes, despite the tight structure, are characterized by increased brittleness. Cracks in the concrete structure are places of accumulation of significant stresses. Additional stresses resulting from cyclic freeze/thaw stimulate the material destruction processes. The basic strength parameters of concrete do not take into account structural defects of the material and do not give a complete description of susceptibility to damage caused by, e.g., frost degradation. This study aimed to determine the relationship between frost degradation of high-strength concretes and changes in the value of their fracture energy associated with the initiation of cracking after 150, 250, 350 and 450 freeze/thaw cycles. The research was carried out using 100 × 100 × 400 mm samples, with a pre-initiated 30 mm deep notch. The I load model under a three-point bending test was used, based on the procedure recommended by RILEM. Concrete with a compressive strength of 90 MPa with steel fibres and a mixture of steel and basalt fibers was tested. The obtained results allow for the evaluation of frost degradation using fracture energy GF and critical crack tip opening displacement CTODc.


Keywords:

fracture energy, frost resistance, high strength concrete, fiber, fiber reinforced concrete

Golewski G., Sadowski T., "The parameters of concrete fracture mechanics are determined on the basis of experimental tests according to the I crack model", Construction Review, no. 7–8, (2005), pp. 28–33.
  Google Scholar

Smith G.J., Rad F. N., "Economic Advantages of High-Strength Concretes in Columns", Concrete International, vol. 11, no. 4, (1989), pp. 37-43.
  Google Scholar

Jóźwiak – Niedźwiedzka D., "Preventing peeling of concrete surfaces with the use of moistened drug aggregate", Roads and bridges, no. 2, (2006), pp. 37-54.
  Google Scholar

Cheng Y., Zhang Y., Jiao Y., "Quantitative analysis of concrete property under effects of crack, freeze-thaw and carbonation", Construction Building Materials, no. 129, (2016), pp. 106-115. https://doi.org/10.1016/j.conbuildmat.2016.10.113
DOI: https://doi.org/10.1016/j.conbuildmat.2016.10.113   Google Scholar

Song P.S., "Mechanical properties of high – strength steel fiber reinforced concrete", Construction and Building Materials, vol. 18, no. 9, (2004), pp. 669-73.
DOI: https://doi.org/10.1016/j.conbuildmat.2004.04.027   Google Scholar

Holschemacher K., Mueller T., Ribakov Y., "Effect of steel fibres on mechanical properties of high – strength concrete", Materials and design, no. 31, (2010), pp. 2604-2615. https://doi.org/10.1016/j.matdes.2009.11.025
DOI: https://doi.org/10.1016/j.matdes.2009.11.025   Google Scholar

Kosior- Kazberuk M., "Variations in fracture energy of concrete subjected to cyclic freezing and thawing", Civil and Mechanical Engineering, no.13, (2013), pp. 254-259. https://doi.org/10.1016/j.acme.2013.01.002
DOI: https://doi.org/10.1016/j.acme.2013.01.002   Google Scholar

ASTM C 666: 2008 Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing.
  Google Scholar

Shah S.P., "Size – effect method for determining fracture energy and process zone size of concrete, RILEM TC 89–FMT", Materials and Structures, no. 23, (1990),pp. 461–465.
DOI: https://doi.org/10.1007/BF02472030   Google Scholar

Jenq Y. S., Shah S. P., "A two parameter fracture model for concrete", Journal of Engineering Mechanics, no. 111, (1985), pp. 1227–1241.
  Google Scholar

Elices M, Guinea G, Planas J., "Measurement of the fracture energy using three-point bend tests: part 3 – influence of cutting the P-δ tail", Material Structures, vol. 25, no. 6, (1992), pp.327–34.
DOI: https://doi.org/10.1007/BF02472591   Google Scholar

Neimitz A., Mechanika pękania, PWN, Warszawa 1998.
  Google Scholar

Grzegorz Lesiuk, "Application of a New, Energy-Based ΔS* Crack Driving Force for Fatique Crack Growth Rate Description", Materials, no. 12, (2019), pp. 1-13. https://doi.org/10.3390/ma12030518
DOI: https://doi.org/10.3390/ma12030518   Google Scholar

Ma H., Yu H., Li C., Tan Y., Cao W., Da B., "Freeze-thaw damage to high- preformance concrete with synthetic fibre and fly ash due to ethylene glycol deicer", Construction and Building Materials, no. 187, (2018), pp. 197-204. https://doi.org/10.1016/j.conbuildmat.2018.07.189
DOI: https://doi.org/10.1016/j.conbuildmat.2018.07.189   Google Scholar

Wawrzeńczyk J., Molendowska A., Kłak A., "Frost durability of steel fiber self-compacting concrete for pavements", The Baltic Journal of Road and Bridge Engineering, vol. 11, no. 1, (2016), pp. 35-42. https://doi.org/10.1088/1757-899X/471/3/032023
DOI: https://doi.org/10.3846/bjrbe.2016.04   Google Scholar

Lee, J. S., "Properties on the Freeze-Thaw Resistance of High Performance Concrete Using Fibers and Mineral Admixtures", Materials science forum, vol. 893, (2017), pp. 375-379. https://doi.org/10.4028/www.scientific.net/MSF.893.375
DOI: https://doi.org/10.4028/www.scientific.net/MSF.893.375   Google Scholar

Smarzewski P., Barnat-Hunek D., "Effect of fiber Hybridization on durability Related Properties of Ultra-High Performance Concrete", International Journal of Concrete Structures and Materials, vol. 11, no. 2, (2017), pp. 315-325. https://doi.org/10.1007/s40069-017-0195-6
DOI: https://doi.org/10.1007/s40069-017-0195-6   Google Scholar


Published
2021-07-23

Cited by

Borowska, S. and Kosior-Kazberuk, M. (2021) “Application of fracture energy for the assessment of frost degradation of high-strength concretes”, Budownictwo i Architektura, 20(2), pp. 057–068. doi: 10.35784/bud-arch.2453.

Authors

Sylwia Borowska 
s.borowska@doktoranci.pb.edu.pl
Department of Building Structures; Faculty of Civil Engineering and Environmental Sciences; Bialystok University of Technology; Poland
https://orcid.org/0000-0003-2100-2673

Authors

Marta Kosior-Kazberuk 

Department of Building Structures; Faculty of Civil Engineering and Environmental Sciences; Bialystok University of Technology; Poland
https://orcid.org/0000-0001-8171-2242

Statistics

Abstract views: 255
PDF downloads: 141 PDF downloads: 28 PDF downloads: 23


License

Creative Commons License

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.

Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.