############################################################## www.oofem.org ###
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# # # # # # # # OOFEM ver. 2.0
#### #### # ###### # # Copyright (C) 1994-2010 Borek Patzak
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Starting analysis on: Fri Jul 4 17:47:07 2014
example
Domain type: 3dshell, default ndofs per node is 6, per side is 0
==============================================================
Output for time 1.00000000e+00
==============================================================
Output for domain 1
DofManager output:
------------------
Node 1 ( 1):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d 0.00000000e+00
dof 4 d 0.00000000e+00
dof 5 d 0.00000000e+00
dof 6 d 0.00000000e+00
Node 2 ( 2):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d 0.00000000e+00
dof 4 d 0.00000000e+00
dof 5 d 0.00000000e+00
dof 6 d 0.00000000e+00
Node 3 ( 3):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d -1.68531451e+01
dof 4 d -8.65296736e-03
dof 5 d 0.00000000e+00
dof 6 d 0.00000000e+00
Node 4 ( 4):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d -2.19113173e+00
dof 4 d -4.10393058e-03
dof 5 d 1.28203495e-03
dof 6 d 0.00000000e+00
Node 5 ( 5):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d -4.14310828e+00
dof 4 d -4.03217121e-03
dof 5 d 0.00000000e+00
dof 6 d 0.00000000e+00
Node 6 ( 6):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d -2.19113173e+00
dof 4 d -4.10393058e-03
dof 5 d -1.28203495e-03
dof 6 d 0.00000000e+00
Node 7 ( 7):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d -1.47763917e+01
dof 4 d -8.45418014e-03
dof 5 d -1.38720899e-03
dof 6 d 0.00000000e+00
Node 8 ( 8):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d -3.27346838e+01
dof 4 d -9.46804822e-03
dof 5 d -1.46254512e-03
dof 6 d 0.00000000e+00
Node 9 ( 9):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d -3.48989056e+01
dof 4 d -9.35761424e-03
dof 5 d 0.00000000e+00
dof 6 d 0.00000000e+00
Node 10 ( 10):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d -3.27346838e+01
dof 4 d -9.46804822e-03
dof 5 d 1.46254512e-03
dof 6 d 0.00000000e+00
Node 11 ( 11):
dof 1 d 0.00000000e+00
dof 2 d 0.00000000e+00
dof 3 d -1.47763917e+01
dof 4 d -8.45418014e-03
dof 5 d 1.38720899e-03
dof 6 d 0.00000000e+00
Element output:
---------------
beam element 1 :
local displacements 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 2.1911e+00 1.2820e-03 -4.1039e-03 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 -8.3928e+03 -4.1420e+05 2.7178e+07 0.0000e+00 0.0000e+00 0.0000e+00 8.3928e+03 4.1420e+05 -1.8786e+07 0.0000e+00
beam element 2 :
local displacements 0.0000e+00 0.0000e+00 2.1911e+00 1.2820e-03 -4.1039e-03 0.0000e+00 0.0000e+00 0.0000e+00 1.4776e+01 1.3872e-03 -8.4542e-03 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 -2.2172e+02 -1.6990e+04 1.2402e+07 0.0000e+00 0.0000e+00 0.0000e+00 2.2172e+02 1.6990e+04 -1.1959e+07 0.0000e+00
beam element 3 :
local displacements 0.0000e+00 0.0000e+00 1.4776e+01 1.3872e-03 -8.4542e-03 0.0000e+00 0.0000e+00 0.0000e+00 3.2735e+01 1.4625e-03 -9.4680e-03 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 -2.9452e+02 -1.2170e+04 3.1334e+06 0.0000e+00 0.0000e+00 0.0000e+00 2.9452e+02 1.2170e+04 -2.5443e+06 0.0000e+00
beam element 4 :
local displacements 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 2.1911e+00 -1.2820e-03 -4.1039e-03 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 -8.3928e+03 4.1420e+05 2.7178e+07 0.0000e+00 0.0000e+00 0.0000e+00 8.3928e+03 -4.1420e+05 -1.8786e+07 0.0000e+00
beam element 5 :
local displacements 0.0000e+00 0.0000e+00 2.1911e+00 -1.2820e-03 -4.1039e-03 0.0000e+00 0.0000e+00 0.0000e+00 1.4776e+01 -1.3872e-03 -8.4542e-03 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 -2.2172e+02 1.6990e+04 1.2402e+07 0.0000e+00 0.0000e+00 0.0000e+00 2.2172e+02 -1.6990e+04 -1.1959e+07 0.0000e+00
beam element 6 :
local displacements 0.0000e+00 0.0000e+00 1.4776e+01 -1.3872e-03 -8.4542e-03 0.0000e+00 0.0000e+00 0.0000e+00 3.2735e+01 -1.4625e-03 -9.4680e-03 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 -2.9452e+02 1.2170e+04 3.1334e+06 0.0000e+00 0.0000e+00 0.0000e+00 2.9452e+02 -1.2170e+04 -2.5443e+06 0.0000e+00
beam element 7 :
local displacements 0.0000e+00 0.0000e+00 2.1911e+00 -4.1039e-03 -1.2820e-03 0.0000e+00 0.0000e+00 0.0000e+00 4.1431e+00 -4.0322e-03 -8.7387e-17 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 -7.1086e+01 -7.7279e+03 -2.2865e+06 0.0000e+00 0.0000e+00 0.0000e+00 7.1086e+01 7.7279e+03 2.4998e+06 0.0000e+00
beam element 8 :
local displacements 0.0000e+00 0.0000e+00 4.1431e+00 -4.0322e-03 -8.7387e-17 0.0000e+00 0.0000e+00 0.0000e+00 2.1911e+00 -4.1039e-03 1.2820e-03 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 7.1086e+01 7.7279e+03 -2.4998e+06 0.0000e+00 0.0000e+00 0.0000e+00 -7.1086e+01 -7.7279e+03 2.2865e+06 0.0000e+00
beam element 9 :
local displacements 0.0000e+00 0.0000e+00 3.2735e+01 9.4680e-03 -1.4625e-03 0.0000e+00 0.0000e+00 0.0000e+00 3.4899e+01 9.3576e-03 1.1779e-15 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 7.2737e+01 1.1893e+04 -2.8392e+06 0.0000e+00 0.0000e+00 0.0000e+00 -7.2737e+01 -1.1893e+04 2.6210e+06 0.0000e+00
beam element 10 :
local displacements 0.0000e+00 0.0000e+00 3.4899e+01 9.3576e-03 1.1779e-15 0.0000e+00 0.0000e+00 0.0000e+00 3.2735e+01 9.4680e-03 1.4625e-03 0.0000e+00
local end forces 0.0000e+00 0.0000e+00 -7.2737e+01 -1.1893e+04 -2.6210e+06 0.0000e+00 0.0000e+00 0.0000e+00 7.2737e+01 1.1893e+04 2.8392e+06 0.0000e+00
element 11 ( 11) :
GP 1.1 : generalized strains 0.00000000e+00 0.00000000e+00 0.00000000e+00 -4.89237632e-07 -1.66811073e-06 0.00000000e+00 -4.27344984e-07 2.31039808e-06 0.00000000e+00 0.00000000e+00 0.00000000e+00 -2.39197918e-08 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -4.89237632e-07 -1.66811073e-06 0.00000000e+00 -4.27344984e-07 2.31039808e-06 0.00000000e+00 0.00000000e+00 0.00000000e+00 -2.39197918e-08
generalized stresses 0.00000000e+00 0.00000000e+00 0.00000000e+00 -2.85388619e-01 -9.73064592e-01 0.00000000e+00 3.24189890e-01 2.07660047e+01 0.00000000e+00 0.00000000e+00 0.00000000e+00 -8.93005561e-02 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -2.85388619e-01 -9.73064592e-01 0.00000000e+00 3.24189890e-01 2.07660047e+01 0.00000000e+00 0.00000000e+00 0.00000000e+00 -8.93005561e-02
element 12 ( 12) :
GP 1.1 : generalized strains 0.00000000e+00 0.00000000e+00 0.00000000e+00 -4.89237632e-07 1.66811073e-06 0.00000000e+00 -4.27344984e-07 2.31039808e-06 0.00000000e+00 0.00000000e+00 0.00000000e+00 2.39197918e-08 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -4.89237632e-07 1.66811073e-06 0.00000000e+00 -4.27344984e-07 2.31039808e-06 0.00000000e+00 0.00000000e+00 0.00000000e+00 2.39197918e-08
generalized stresses 0.00000000e+00 0.00000000e+00 0.00000000e+00 -2.85388619e-01 9.73064592e-01 0.00000000e+00 3.24189890e-01 2.07660047e+01 0.00000000e+00 0.00000000e+00 0.00000000e+00 8.93005561e-02 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -2.85388619e-01 9.73064592e-01 0.00000000e+00 3.24189890e-01 2.07660047e+01 0.00000000e+00 0.00000000e+00 0.00000000e+00 8.93005561e-02
element 13 ( 13) :
GP 1.1 : generalized strains 0.00000000e+00 0.00000000e+00 0.00000000e+00 -6.73692574e-06 -5.91181627e-06 0.00000000e+00 -4.62402998e-07 2.17512478e-06 0.00000000e+00 0.00000000e+00 0.00000000e+00 -1.18849428e-07 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 5.91181627e-06 -6.73692574e-06 0.00000000e+00 2.17512478e-06 -4.62402998e-07 0.00000000e+00 0.00000000e+00 0.00000000e+00 1.18849428e-07
generalized stresses 0.00000000e+00 0.00000000e+00 0.00000000e+00 -3.92987335e+00 -3.44855949e+00 0.00000000e+00 -2.55528394e-01 1.94380123e+01 0.00000000e+00 0.00000000e+00 0.00000000e+00 -4.43704530e-01 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 3.44855949e+00 -3.92987335e+00 0.00000000e+00 1.94380123e+01 -2.55528394e-01 0.00000000e+00 0.00000000e+00 0.00000000e+00 4.43704530e-01
element 14 ( 14) :
GP 1.1 : generalized strains 0.00000000e+00 0.00000000e+00 0.00000000e+00 -3.73471620e-06 8.17809376e-06 0.00000000e+00 -4.62402998e-07 5.06934039e-07 0.00000000e+00 0.00000000e+00 0.00000000e+00 -1.03930472e-07 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -8.17809376e-06 -3.73471620e-06 0.00000000e+00 5.06934039e-07 -4.62402998e-07 0.00000000e+00 0.00000000e+00 0.00000000e+00 1.03930472e-07
generalized stresses 0.00000000e+00 0.00000000e+00 0.00000000e+00 -2.17858445e+00 4.77055469e+00 0.00000000e+00 -3.36948444e+00 3.86823210e+00 0.00000000e+00 0.00000000e+00 0.00000000e+00 -3.88007094e-01 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -4.77055469e+00 -2.17858445e+00 0.00000000e+00 3.86823210e+00 -3.36948444e+00 0.00000000e+00 0.00000000e+00 0.00000000e+00 3.88007094e-01
element 15 ( 15) :
GP 1.1 : generalized strains 0.00000000e+00 0.00000000e+00 0.00000000e+00 8.16221562e-07 2.40514151e-06 0.00000000e+00 -4.87515040e-07 3.52323441e-07 0.00000000e+00 0.00000000e+00 0.00000000e+00 3.68113243e-08 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -8.16221562e-07 -2.40514151e-06 0.00000000e+00 -4.87515040e-07 3.52323441e-07 0.00000000e+00 0.00000000e+00 0.00000000e+00 3.68113243e-08
generalized stresses 0.00000000e+00 0.00000000e+00 0.00000000e+00 4.76129245e-01 1.40299922e+00 0.00000000e+00 -3.89246995e+00 2.37832404e+00 0.00000000e+00 0.00000000e+00 0.00000000e+00 1.37428944e-01 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -4.76129245e-01 -1.40299922e+00 0.00000000e+00 -3.89246995e+00 2.37832404e+00 0.00000000e+00 0.00000000e+00 0.00000000e+00 1.37428944e-01
element 16 ( 16) :
GP 1.1 : generalized strains 0.00000000e+00 0.00000000e+00 0.00000000e+00 8.16221562e-07 -2.40514151e-06 0.00000000e+00 -4.87515040e-07 3.52323441e-07 0.00000000e+00 0.00000000e+00 0.00000000e+00 -3.68113243e-08 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -8.16221562e-07 2.40514151e-06 0.00000000e+00 -4.87515040e-07 3.52323441e-07 0.00000000e+00 0.00000000e+00 0.00000000e+00 -3.68113243e-08
generalized stresses 0.00000000e+00 0.00000000e+00 0.00000000e+00 4.76129245e-01 -1.40299922e+00 0.00000000e+00 -3.89246995e+00 2.37832404e+00 0.00000000e+00 0.00000000e+00 0.00000000e+00 -1.37428944e-01 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -4.76129245e-01 1.40299922e+00 0.00000000e+00 -3.89246995e+00 2.37832404e+00 0.00000000e+00 0.00000000e+00 0.00000000e+00 -1.37428944e-01
element 17 ( 17) :
GP 1.1 : generalized strains 0.00000000e+00 0.00000000e+00 0.00000000e+00 -3.73471620e-06 -8.17809376e-06 0.00000000e+00 -4.62402998e-07 5.06934039e-07 0.00000000e+00 0.00000000e+00 0.00000000e+00 1.03930472e-07 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -8.17809376e-06 3.73471620e-06 0.00000000e+00 5.06934039e-07 -4.62402998e-07 0.00000000e+00 0.00000000e+00 0.00000000e+00 -1.03930472e-07
generalized stresses 0.00000000e+00 0.00000000e+00 0.00000000e+00 -2.17858445e+00 -4.77055469e+00 0.00000000e+00 -3.36948444e+00 3.86823210e+00 0.00000000e+00 0.00000000e+00 0.00000000e+00 3.88007094e-01 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 -4.77055469e+00 2.17858445e+00 0.00000000e+00 3.86823210e+00 -3.36948444e+00 0.00000000e+00 0.00000000e+00 0.00000000e+00 -3.88007094e-01
element 18 ( 18) :
GP 1.1 : generalized strains 0.00000000e+00 0.00000000e+00 0.00000000e+00 -6.73692574e-06 5.91181627e-06 0.00000000e+00 -4.62402998e-07 2.17512478e-06 0.00000000e+00 0.00000000e+00 0.00000000e+00 1.18849428e-07 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 5.91181627e-06 6.73692574e-06 0.00000000e+00 2.17512478e-06 -4.62402998e-07 0.00000000e+00 0.00000000e+00 0.00000000e+00 -1.18849428e-07
generalized stresses 0.00000000e+00 0.00000000e+00 0.00000000e+00 -3.92987335e+00 3.44855949e+00 0.00000000e+00 -2.55528394e-01 1.94380123e+01 0.00000000e+00 0.00000000e+00 0.00000000e+00 4.43704530e-01 local 0.00000000e+00 0.00000000e+00 0.00000000e+00 3.44855949e+00 3.92987335e+00 0.00000000e+00 1.94380123e+01 -2.55528394e-01 0.00000000e+00 0.00000000e+00 0.00000000e+00 -4.43704530e-01
R E A C T I O N S O U T P U T:
_______________________________
Node 1 iDof 1 reaction 0.0000e+00 [bc-id: 1]
Node 1 iDof 2 reaction 0.0000e+00 [bc-id: 1]
Node 1 iDof 3 reaction 8.3928e+03 [bc-id: 1]
Node 1 iDof 4 reaction 2.7178e+07 [bc-id: 1]
Node 1 iDof 5 reaction -4.1420e+05 [bc-id: 1]
Node 1 iDof 6 reaction 0.0000e+00 [bc-id: 1]
Node 2 iDof 1 reaction 0.0000e+00 [bc-id: 1]
Node 2 iDof 2 reaction 0.0000e+00 [bc-id: 1]
Node 2 iDof 3 reaction 8.3928e+03 [bc-id: 1]
Node 2 iDof 4 reaction 2.7178e+07 [bc-id: 1]
Node 2 iDof 5 reaction 4.1420e+05 [bc-id: 1]
Node 2 iDof 6 reaction 0.0000e+00 [bc-id: 1]
User time consumed by solution step 1: 0.008 [s]
Finishing analysis on: Fri Jul 4 17:47:07 2014
Real time consumed: 000h:00m:00s
User time consumed: 000h:00m:00s