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| 1 | +Snail-p1.xinp |
| 2 | + |
| 3 | +Input file: Snail-p1.xinp |
| 4 | +Equation solver: 2 |
| 5 | +Number of Gauss points: 4 |
| 6 | +Basis function values are precalculated but not cached |
| 7 | +Evaluation time for property functions: 1 |
| 8 | +Solution component output zero tolerance: 1e-06 |
| 9 | +Parsing input file Snail-p1.xinp |
| 10 | +Parsing <geometry> |
| 11 | + Parsing <patchfile> |
| 12 | + Reading data file snail-p1.g2 |
| 13 | + Reading patch 1 |
| 14 | + Parsing <topologysets> |
| 15 | + Topology sets: fixed (1,1,4D) |
| 16 | + loaded (1,2,1D) |
| 17 | + Parsing <coupling> |
| 18 | + Parsing <patchfile> |
| 19 | + Parsing <topologysets> |
| 20 | + Parsing <coupling> |
| 21 | + Parsing <coupling> |
| 22 | + Parsed 11 nodal couplings for Patch 1 (tolerance = 0.001) |
| 23 | +Parsing <boundaryconditions> |
| 24 | + Parsing <dirichlet> |
| 25 | + Dirichlet code 12: (fixed) |
| 26 | + Parsing <neumann> |
| 27 | + Neumann code 1000000 direction 2: -1e+09 |
| 28 | +Parsing input file succeeded. |
| 29 | +Equation solver: 2 |
| 30 | +Number of Gauss points: 4 |
| 31 | +Basis function values are precalculated but not cached |
| 32 | +Problem definition: |
| 33 | +Elasticity: 2D, gravity = 0 0 |
| 34 | +LinIsotropic: E = 2.05e+11, nu = 0.29, rho = 7850, alpha = 1.2e-07 |
| 35 | +Node sets in patch P1: 1 |
| 36 | + "fixed": 10 \[22,31] |
| 37 | +Resolving Dirichlet boundary conditions |
| 38 | + Constraining P1 in direction(s) 12 |
| 39 | + >>> SAM model summary <<< |
| 40 | +Number of elements 20 |
| 41 | +Number of nodes 42 |
| 42 | +Number of dofs 62 |
| 43 | +Number of unknowns 42 |
| 44 | +Number of quadrature points 320 4 |
| 45 | +Processing integrand associated with code 0 |
| 46 | +Assembling interior matrix terms for P1 |
| 47 | +Assembling Neumann matrix terms for boundary 2 on P1 |
| 48 | +Done. |
| 49 | +Sum external load : 0 -1e+09 0 |
| 50 | +Solving the equation system ... |
| 51 | + Condition number: 222.244 |
| 52 | + >>> Solution summary <<< |
| 53 | +L2-norm : 0.00334349 |
| 54 | +Max X-displacement : 0.00445524 |
| 55 | +Max Y-displacement : 0.0186845 |
| 56 | +Projecting secondary solution ... |
| 57 | + Greville point projection |
| 58 | +Integrating solution norms (FE solution) ... |
| 59 | +Energy norm |u^h| = a(u^h,u^h)^0.5 : 3747.16 |
| 60 | +External energy ((f,u^h)+(t,u^h)^0.5 : 3747.16 |
| 61 | +>>> Error estimates based on Greville point projection <<< |
| 62 | +Energy norm |u^r| = a(u^r,u^r)^0.5 : 3589.92 |
| 63 | +Error norm a(e,e)^0.5, e=u^r-u^h : 2246.41 |
| 64 | + relative error (% of |u^r|) : 62.5755 |
| 65 | +L2-norm |s^r| = (s^r,s^r)^0.5 : 1.41287e+09 |
| 66 | +L2-error (e,e)^0.5, e=s^r-s^h : 1.08843e+09 |
| 67 | + relative error (% of |s^r|) : 77.0364 |
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