Issue 50

M. Belhamiani et alii, Frattura ed Integrità Strutturale, 50 (2019) 623-637; DOI: 10.3221/IGF-ESIS.50.53

Figure 10 : Comparison of the FE limit results with Folias’s and Erdogan’s solutions for axial through wall cracked pipe.

Figure 11 : The variation of the PLP* with crack length.

Figure 12 : Comparison of the FE limit results with Folias’s and Erdogan’s solutions.

633