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Bm sol tet4 torsion 001 results

Resultats regeneres

Propriete Valeur
Verdict PASS
Noeuds 892
Elements 3508
Amplification graphique 1.337999e+06
Empreinte maillage/source d2f885ce72dd368aeb62ab7458e21bfb77bdf999c101f7078007493e232295e2
Empreinte configuration/source df718595bf34a25452c0dc614546d3a1fc0a4262d69d26150888c523a3465881
Empreinte modele 2e73c903bd40c72f2ab771451aa5c9d4d254ad91bf27d5630821d8d5087e1806
Empreinte resultat a9f1a69b856ff404a91c5c9593a70a684b7a6a139a6c1c2cb9f40636fb32bbb5

Criteres d'acceptation

Critere Operateur Valeur Limite Verdict
torsion-finest-twist <= 0.103597 0.15 PASS
torsion-observed-order >= 1.54754 0.5 PASS
torsion-monotonicity <= 0 1.000000e-10 PASS
torsion-load-resultant <= 2.273737e-16 1.000000e-12 PASS
torsion-force-resultant <= 1.932885e-16 1.000000e-10 PASS
torsion-free-residual <= 2.548105e-13 1.000000e-08 PASS

Metriques principales

Metrique Valeur
reference_twist_angle 9.931268e-07
shear_modulus 3.076923e+10
polar_moment 0.0981748
asymptotic_levels [6, 7, 8]
observed_order 1.54754
finest_relative_twist_error 0.103597
monotonicity_violation 0

Convergence h en torsion

Niveau h [m] Noeuds Elements Rotation [rad] Erreur rotation Erreur contraintes L2 Couple [N.m] Residu libre
1 0.48 72 158 6.344347e-07 0.361175 0.770799 1000 2.246134e-14
2 0.4 105 259 6.336996e-07 0.361915 0.830702 1000 2.452305e-14
3 0.34 140 335 6.690365e-07 0.326333 0.674713 1000 3.566780e-14
4 0.29 200 585 7.341196e-07 0.2608 0.691371 1000 6.322049e-14
5 0.25 285 898 7.986007e-07 0.195872 0.627185 1000 7.716529e-14
6 0.21 426 1462 8.211178e-07 0.1732 0.632112 1000 1.253511e-13
7 0.18 610 2257 8.396223e-07 0.154567 0.603138 1000 1.815173e-13
8 0.15 892 3508 8.902415e-07 0.103597 0.504079 1000 2.548105e-13

Conclusion automatique

La rotation converge monotoniquement sur huit maillages: erreur de 36.117% a 10.360%, ordre observe 1.548. L'erreur L2 des contraintes diminue de 77.080% a 50.408%, mais reste trop elevee pour qualifier les contraintes locales de torsion.