Issue 39

S. Seitl et alii, Frattura ed Integrità Strutturale, 39 (2017) 118-128; DOI: 10.3221/IGF-ESIS.39.13 128 [20] Seitl, S., Veselý, V., Řoutil, L., Two-parameter fracture mechanical analysis of a near-crack-tip stress field in wedge splitting test specimens, Computers and Structures, 21-22 (2011) 1852–1858. DOI: 10.1016/j.compstruc.2011.05.020. [21] Seitl, S., Viszlay, V., Cifuentes, H., Canteli, A. Effects of specimen size and crack depth ratio on calibration curves for modified compact tension specimens, Transactions of the VŠB – Technical University of Ostrava Civil Engineering Series, 15(2), (2015) 23. DOI: 10.1515/tvsb-2015-0023. [22] Tada, H., Paris P.C., Irwin, R.G. The Stress Analysis of Cracks Handbook (3rd Edition). New York: ASM International, (2000). [23] Veselý, V., Sobek, J., Numerical study of failure of cementitious composite specimens in modified compact tension fracture test, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, 13(2) (2013) 180– 187, DOI: 10.2478/tvsb-2013-0025, [24] Wu, Y., Xu, S., Li, Q., Ruiz, G., Yu, R.C., Estimation of real fracture parameters of a dam concrete with large size aggregates through wedge splitting tests of drilled cylindrical specimens, Engineering Fracture Mechanics, (2016). DOI: 10.1016/j.engfracmech.2016.06.012.