Issue 78

M. S ł owik et alii, Fracture and Structural Integrity, 78 (2026) 393-408; DOI: 10.3221/IGF-ESIS.78.23

DOI: https://doi.org/10.3390/ma15010250. [12] Golewski, G.L. (2024). Effect of Coarse Aggregate Type on the Fracture Toughness of Ordinary Concrete. Infrastructures, 9. DOI: https://doi.org/10.3390/infrastructures9100185. [13] Saini, S., Bharadwaj, A., Agnihotri, A. and Pastariya, S. (2023). Effect of Geological Characteristics of Coarse Aggregate on Properties of Concrete. Int. J. Res. Publ. Rev., 4, pp. 2390–2395. [14] Naderi, M. and Kaboudan, A. (2021). Experimental Study of the Effect of Aggregate Type on Concrete Strength and Permeability. J. Build. Eng., 37. DOI: https://doi.org/10.1016/j.jobe.2020.101928. [15] Resan, S.F., Chassib, S.M., Zemam, S.K. and Madhi, M.J. (2020). New approach of concrete tensile strength test. Case Stud. Constr. Mater., 12. DOI: https://doi.org/10.1016/j.cscm.2020.e00347. [16] Fládr, J. and Bílý, P. (2018). Specimen size effect on compressive and flexural strength of high-strength fibre-reinforced concrete containing coarse aggregate. Compos. Part B Eng., 138, pp. 77–86. DOI: https://doi.org/10.1016/j.compositesb.2017.11.032. [17] Lencis, U., Udris, A., Kara De Maeijer, P., Korjakins, A. and Zvejnieks, E. (2025). A Comparison of Different Types of Pull-Off Testing and Splitting Methods for Determining the Tensile Strength of Concrete. Buildings, 15. DOI: https://doi.org/10.3390/buildings15071068. [18] Ren, H., Song, S. and Ning, J. (2022). Investigation into the damage mechanism of concrete in the Brazilian test and flattened Brazilian test through the moment tensor. Eng. Fract. Mech., 262. DOI: https://doi.org/10.1016/j.engfracmech.2021.108093. [19] Al-Abdaly, N.M., Seno, M.E., Thwaini, M.A., Imran, H., Ostrowski, K.A. and Furtak, K. (2024). Advanced Ensemble Machine-Learning Models for Predicting Splitting Tensile Strength in Silica Fume-Modified Concrete. Buildings, 14. DOI: https://doi.org/10.3390/buildings14124054. [20] Wang, Z., Xu, J., Sun, L., Yue, J. and Zang, Q. (2023). Theoretical Investigation on Indirect Tensile Strength of Concrete with Rectangular Cross-Section under Locally Distributed Load. Materials, 16. DOI: https://doi.org/10.3390/ma16247671. [21] EN 12390-5 (2019). Testing Hardened Concrete—Part 5: Flexural Strength of Test Specimens. European Committee for Standardization, Brussels, Belgium. [22] Carneiro, F. (1947). Une nouvelle méthode d’essai pour déterminer la résistance à la traction du béton. Reunion des Laboratoires d’Essai de Materiaux. [23] Wright, P.J.F. (1956). Comments on an indirect tensile test on concrete cylinders. Materiales de Construcción, 6(68), pp. 36–38. DOI: https://doi.org/10.3989/mc.1956.v06.i068.2355. [24] Hannant, D.J., Buckley, K.J. and Croft, J. (1973). The effect of aggregate size on the use of the cylinder splitting test as a measure of tensile strength. Materiaux et Constructions, 6(31), pp. 15–21. [25] Hannant, D.J. (1972). The tensile strength of concrete: A review paper. Struct. Eng., 50(7), pp. 253–258. [26] Malhotra, V.M. (1970). Effect of specimen size on tensile strength of concrete. J. Am. Concr. Inst., 67, pp. 467–469. [27] Kadlecek, V. and Spetla, Z. (1967). Direct tensile strength of concrete. J. Mater., 2(4), pp. 749–767. [28] EN 12390-1 (2013). Testing Hardened Concrete—Part 1: Shape, Dimensions and Other Requirements for Specimens and Moulds. European Committee for Standardization, Brussels, Belgium. [29] ASTM D3967-16 (2016). Standard Test Method for Splitting Tensile Strength of Intact Rock Core Specimens. ASTM International, West Conshohocken, PA, USA. [30] Kumar, A., Liu, Y., Dolbow, J.E. and Lopez-Pamies, O. (2024). The strength of the Brazilian fracture test. J. Mech. Phys. Solids, 182. DOI: https://doi.org/10.1016/j.jmps.2023.105473. [31] Akram, A. (2021). Size effect at testing strength properties of concrete. Budownictwo i Architektura, 20(4), pp. 37–46. DOI: https://doi.org/10.35784/bud-arch.2821. [32] Hasegawa, T., Shioya, T. and Okada, T. (1986). Cracking and size effect in concrete—Splitting tensile strength of large concrete cylinder. J. Cement Concr., 474, pp. 6–20. [33] Bažant, Z.P., He, S., Plesha, M.E. and Rowlands, R.E. (1991). Rate and size effect in concrete fracture: Implications for dams. In: Proceedings of the International Conference on Dam Fracture, University of Colorado, pp. 413–425. [34] PN-B-06250 (1988). Beton zwyk ł y (Plain Concrete). Polski Komitet Normalizacyjny Miar i Jako ś ci, Warsaw, Poland (in Polish). [35] EN 196-1 (2016). Methods of Testing Cement—Part 1: Determination of Strength. European Committee for Standardization, Brussels, Belgium. [36] PN-78/B-06714/40 (1978). Kruszywa Mineralne. Badania. Oznaczanie Wytrzyma ł o ś ci na Mia ż d ż enie. Wydawnictwa Normalizacyjne ALFA, Warsaw, Poland (in Polish).

407