Issue 48

E. Maiorana, Frattura ed Integrità Strutturale, 48 (2019) 459-472; DOI: 10.3221/IGF-ESIS.48.44 466  h' / h  = -1  = 0  = 1 k th k num k th k num k th k num 1.50 0.20 4.94 5.73 7.63 9.49 4.00 5.62 0.30 5.60 6.43 7.63 9.42 4.00 5.43 0.50 7.60 8.59 5.25 5.85 4.00 4.86 1.00 0.20 4.94 5.84 7.63 9.96 4.00 6.35 0.30 5.60 6.63 7.63 9.18 4.00 6.19 0.50 7.60 8.97 5.25 5.80 4.00 5.15 0.67 0.20 4.94 5.98 7.63 8.85 4.46 8.70 0.30 5.60 6.91 7.63 8.62 4.33 7.13 0.50 7.60 10.34 5.25 6.05 4.00 5.54 Table 2: Linear buckling coefficient for cross-section OF1.  h' / h  = -1  = 0  = 1 k th k num k th k num k th k num 1.50 0.20 4.94 6.08 7.63 9.13 4.00 5.62 0.30 5.60 6.51 7.63 9.05 4.00 5.42 0.50 7.60 8.61 5.25 5.94 4.00 4.62 1.00 0.20 4.94 5.96 7.63 9.74 4.00 6.35 0.30 5.60 6.67 7.63 8.90 4.00 6.18 0.50 7.60 8.97 5.25 5.85 4.00 5.25 0.67 0.20 4.94 6.06 7.63 8.60 4.46 8.59 0.30 5.60 6.98 7.63 8.30 4.33 7.13 0.50 7.60 10.37 5.25 6.08 4.00 5.67 Table 3: Linear buckling coefficient for cross-section OT2.  h' / h  = -1  = 0  = 1 k th k num k th k num k th k num 1.50 0.20 4.94 6.10 7.63 8.96 4.00 5.62 0.30 5.60 6.60 7.63 8.90 4.00 5.43 0.50 7.60 8.54 5.25 6.05 4.00 5.02 1.00 0.20 4.94 6.04 7.63 9.67 4.00 6.27 0.30 5.60 6.74 7.603 8.84 4.00 6.12 0.50 7.60 9.05 5.25 5.97 4.00 5.34 0.67 0.20 4.94 6.12 7.63 8.47 4.46 8.08 0.30 5.60 7.11 7.63 8.18 4.33 7.13 0.50 7.60 10.52 5.25 6.14 4.00 5.80 Table 4: Linear buckling coefficient for cross-section OL3.