Issue 75

R. Ince et alii, Fracture and Structural Integrity, 75 (20YY) 435-462; DOI: 10.3221/IGF-ESIS.75.30

[18] Tang, T., Ouyang, C., Shah, S.P. (1996). Simple Method for Determining Material Fracture Parameters From Peak Loads, ACI Mater. J., 93(2), pp. 147–57, Doi: 10.14359/1413. [19] Bažant, Z.P. (2002). Concrete fracture models: testing and practice, Eng. Fract. Mech., 69(2), pp. 165–205, Doi: 10.1016/S0013-7944(01)00084-4. [20] Tada, H., Paris, P.C., Irwin, G.R. (2000). The Stress Analysis of Cracks Handbook, Third Edition, ASME Press. [21] Ince, R. (2012). Determination of the fracture parameters of the Double-K model using weight functions of split tension specimens, Eng. Fract. Mech., 96, pp. 416–32, Doi: 10.1016/j.engfracmech.2012.08.024. [22] Maiti, S.K. (2015). Fracture mechanics: fundamentals and applications, Cambridge, Cambridge University Press. [23] Tang, T. (1994). Effects of Load-Distributed Width on Split Tension of Unnotched and Notched Cylindrical Specimens, J. Test. Eval., 22(5), pp. 401, Doi: 10.1520/JTE12656J. [24] Arioglu, E., Arioglu, N., Yilmaz, A.O. (2006). Concrete Aggregates, İ stanbul, Evrim Publishers (in Turkish). [25] Durmeková, T., Bednarik, M., Dikejová, P., Adamcová, R. (2022). Influence of specimen size and shape on the uniaxial compressive strength values of selected Western Carpathians rocks, Environ. Earth Sci., 81(9), pp. 247, Doi: 10.1007/s12665-022-10373-1.

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