Issue 39

M. Krejsa et alii, Frattura ed Integrità Strutturale, 39 (2017) 143-159; DOI: 10.3221/IGF-ESIS.39.15 159 [31] Ricardo, L.C.H., Miranda, C.A.J., Influence of the crack propagation rate in the obtaining opening and closing stress intensity factor by finite element method, Frattura ed Integrita Strutturale, 10(36) (2016) 201–214. DOI: 10.3221/IGF-ESIS.36.20. [32] Sanford, R.J., Principles of fracture mechanics, first ed., Pearson Education, Upper Saddle River (2003). [33] Seitl, S., Klusak, J., Fernandez, P., Canteli, A., Evaluation of conventional Al 2024 fatigue limit in fatigue test using thermographic measurement: Effect of frequency, Advanced Materials Research, 891-892 (2014) 1308-1313. DOI: 10.4028 /www.scientific.net/AMR.891-892.1308. [34] Tomica, V., Krejsa, M., Gocal, J., Acceptable fatigue crack size – application, Transactions of the VSB – Technical University of Ostrava, Civil Engineering Series, 8(1) (2008) 109–122. [35] Tong, C., Sun, Z.-L., Chai, X.-D., Wang, J., Gear contact fatigue reliability based on response surface and MCMC, Dongbei Daxue Xuebao/Journal of Northeastern University, 37(4) (2016) 532-537. DOI: 10.3969/j.issn.1005-3026.2016.04.017. [36] Vican, J., Gocal, J., Odrobinak, J., Moravcik, M., Kotes, P., Determination of railway bridges loading capacity, Procedia Engineering, 111 (2015) 839-844. DOI: 10.1016/j.proeng.2015.07.155. [37] Wang, C.-S., Zhai, M.-S., Duan, L., Wang, Q., Fatigue service life evaluation of existing steel and concrete bridges, Advanced Steel Construction, 11(3) (2015) 305-321. DOI: 10.18057/IJASC.2015.11.3.5.

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