; KREST IP 1 ; polynomial dependence on effective stress MP 1 T -1 I 9 ; E α ν ρ σY QY V 2e11 V 1e-5 V 0.3 V 0 V 0 V 0 ; effective strain rate V 0 0 0 2e-28 SV 1 T 6 V -100e6 ; p = 100 MPa NV 1 T 2 N 55 V 1e18 0 -0.0549169 0 0.9984909 0 NV 2 T 2 N 57 V 1e18 0 -0.0549169 0 0.9984909 0 NV 3 T 2 N 59 V 1e18 0 -0.0549169 0 0.9984909 0 NV 4 T 2 N 61 V 1e18 0 -0.0549169 0 0.9984909 0 NV 5 T 2 N 62 V 1e18 0 -0.0549169 0 0.9984909 0 NV 6 T 2 N 63 V 1e18 0 -0.0549169 0 0.9984909 0 NV 7 T 2 N 64 V 1e18 0 -0.0549169 0 0.9984909 0 NV 8 T 2 N 65 V 1e18 0 -0.0549169 0 0.9984909 0 NV 9 T 2 N 67 V 1e18 0 -0.0549169 0 0.9984909 0 NV 10 T 2 N 69 V 1e18 0 -0.0549169 0 0.9984909 0 NV 11 T 2 N 70 V 1e18 0 -0.0549169 0 0.9984909 0 NV 12 T 2 N 71 V 1e18 0 -0.0549169 0 0.9984909 0 NV 13 T 2 N 72 V 1e18 0 -0.0549169 0 0.9984909 0 NV 14 T 2 N 74 V 1e18 0 -0.0549169 0 0.9984909 0 NV 15 T 2 N 76 V 1e18 0 -0.0549169 0 0.9984909 0 NV 16 T 2 N 77 V 1e18 0 -0.0549169 0 0.9984909 0 NV 17 T 2 N 78 V 1e18 0 -0.0549169 0 0.9984909 0 NV 18 T 2 N 79 V 1e18 0 -0.0549169 0 0.9984909 0 NV 19 T 2 N 81 V 1e18 0 -0.0549169 0 0.9984909 0 NV 20 T 2 N 83 V 1e18 0 -0.0549169 0 0.9984909 0 NV 21 T 2 N 84 V 1e18 0 -0.0549169 0 0.9984909 0 NV 22 T 2 N 85 V 1e18 0 -0.0549169 0 0.9984909 0 NV 23 T 2 N 86 V 1e18 0 -0.0549169 0 0.9984909 0 NV 24 T 2 N 88 V 1e18 0 -0.0549169 0 0.9984909 0 NV 25 T 2 N 90 V 1e18 0 -0.0549169 0 0.9984909 0 NV 26 T 2 N 91 V 1e18 0 -0.0549169 0 0.9984909 0 NV 27 T 2 N 92 V 1e18 0 -0.0549169 0 0.9984909 0 NV 28 T 2 N 93 V 1e18 0 -0.0549169 0 0.9984909 0 NV 29 T 2 N 95 V 1e18 0 -0.0549169 0 0.9984909 0 NV 30 T 2 N 97 V 1e18 0 -0.0549169 0 0.9984909 0 NV 31 T 2 N 98 V 1e18 0 -0.0549169 0 0.9984909 0 NV 32 T 2 N 99 V 1e18 0 -0.0549169 0 0.9984909 0 NV 33 T 2 N 100 V 1e18 0 -0.0549169 0 0.9984909 0 NV 34 T 2 N 102 V 1e18 0 -0.0549169 0 0.9984909 0 NV 35 T 2 N 104 V 1e18 0 -0.0549169 0 0.9984909 0 NV 36 T 2 N 105 V 1e18 0 -0.0549169 0 0.9984909 0 NV 37 T 2 N 106 V 1e18 0 -0.0549169 0 0.9984909 0 NV 38 T 2 N 107 V 1e18 0 -0.0549169 0 0.9984909 0 NV 39 T 2 N 109 V 1e18 0 -0.0549169 0 0.9984909 0 NV 40 T 2 N 111 V 1e18 0 -0.0549169 0 0.9984909 0 NV 41 T 2 N 112 V 1e18 0 -0.0549169 0 0.9984909 0 NV 42 T 2 N 113 V 1e18 0 -0.0549169 0 0.9984909 0 NV 43 T 2 N 114 V 1e18 0 -0.0549169 0 0.9984909 0 NV 44 T 2 N 116 V 1e18 0 -0.0549169 0 0.9984909 0 NV 45 T 2 N 118 V 1e18 0 -0.0549169 0 0.9984909 0 NV 46 T 2 N 119 V 1e18 0 -0.0549169 0 0.9984909 0 NV 47 T 2 N 120 V 1e18 0 -0.0549169 0 0.9984909 0 NV 48 T 2 N 121 V 1e18 0 -0.0549169 0 0.9984909 0 NV 49 T 2 N 123 V 1e18 0 -0.0549169 0 0.9984909 0 NV 50 T 2 N 125 V 1e18 0 -0.0549169 0 0.9984909 0 NV 51 T 2 N 126 V 1e18 0 -0.0549169 0 0.9984909 0 NV 52 T 2 N 127 V 1e18 0 -0.0549169 0 0.9984909 0 NV 53 T 2 N 128 V 1e18 0 -0.0549169 0 0.9984909 0 AS 1 /M 1 /B 0 C 2 N 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 /B 0 C 2 3 N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 ; springs enforcing the symmetry condition /N 1 E 1 /N 2 E 1 /N 3 E 1 /N 4 E 1 /N 5 E 1 /N 6 E 1 /N 7 E 1 /N 8 E 1 /N 9 E 2 /N 10 E 2 /N 11 E 2 /N 12 E 2 /N 13 E 2 /N 14 E 3 /N 15 E 3 /N 16 E 3 /N 17 E 3 /N 18 E 3 /N 19 E 4 /N 20 E 4 /N 21 E 4 /N 22 E 4 /N 23 E 4 /N 24 E 5 /N 25 E 5 /N 26 E 5 /N 27 E 5 /N 28 E 5 /N 29 E 6 /N 30 E 6 /N 31 E 6 /N 32 E 6 /N 33 E 6 /N 34 E 7 /N 35 E 7 /N 36 E 7 /N 37 E 7 /N 38 E 7 /N 39 E 8 /N 40 E 8 /N 41 E 8 /N 42 E 8 /N 43 E 8 /N 44 E 9 /N 45 E 9 /N 46 E 9 /N 47 E 9 /N 48 E 9 /N 49 E 10 /N 50 E 10 /N 51 E 10 /N 52 E 10 /N 53 E 10 /R 0 600 600 ; stiffness matrix for T = 600 °C AS 2 /S 1 E 1 S2 /R 0 600 600 ; reference T = current T = 600 °C EN EN