Issue 53

I. Monetto et alii, Frattura ed Integrità Strutturale, 53 (2020) 372-393; DOI: 10.3221/IGF-ESIS.53.29 393   0 0 1 2 M M a a  0 0 1 2 N N a a  0 0 1 2 V V a a  0 0 1 2 V EB V EB a a   xz = 0 0.3 0.5 1 16.154 8.062 3.036 2.316 1.836 5.436 1 0.8 13.214 6.216 2.751 2.103 1.671 4.911 0.6 10.851 4.655 2.515 1.939 1.555 4.435 0.4 9.071 3.381 2.355 1.851 1.515 4.035 1 19.210 9.587 4.294 3.574 3.094 7.688 0.5 0.8 15.714 7.392 3.891 3.243 2.811 6.945 0.6 12.904 5.536 3.557 2.981 2.597 6.272 0.4 10.787 4.021 3.330 2.826 2.490 5.706 Table 10: Numerical values of the root rotations calculated from [3] and used for matching for orthotropic materials with  =1 and  =0.5,1.