Issue 51

Y. Dubyk et alii, Frattura ed Integrità Strutturale, 51 (2020) 459-466; DOI: 10.3221/IGF-ESIS.51.34 464 Figure 1 : Convergence of results with respect to Fourier terms of expansion: a - stress concentrating factor for pressure and force loading; b – profiles of circumferential bending stress for pressure loading. Figure 2: Comparison with FEM solution for axial force loading: R=400mm, h =10mm, ξ=0.5h, 0 R  = 0 x =60mm, analytical solution; FEM solution. Figure 3 : Comparison with FEM solution for internal pressure loading; R=400mm, h =10mm, ξ=0.5h, 0 R  = 0 x =60mm, analytical solution; FEM solution.