en:example:stat:3:4
Table of Contents
Transition elements, BEAM71S1
Problem
Mesh
| element | type | nodes |
|---|---|---|
| 1 | 56 | 1 2 3 4 5 6 7 8 25 26 27 28 29 30 31 32 33 34 35 36 |
| 2 | 61 | 9 10 12 11 37 38 39 40 |
| 3 | 56 | 13 14 15 16 17 18 19 20 41 42 43 44 45 46 47 48 49 50 51 52 |
| 4 | 61 | 21 22 24 23 53 54 55 56 |
| 5 | 71 | element 1 face S6 ↔ element 2 edge L1 |
| 6 | 71 | element 2 edge L3 ↔ element 3 face S1 |
| 7 | 71 | element 3 face S6 ↔ element 4 edge L1 |
Boundary conditions
$u=0$ at nodes 3, 26, 27
$u=v=0$ at nodes 4, 28
$u=v=w=0$ at node 1
$u=w=0$ at nodes 2, 25
Solution
The end force acts on edge L3 of the semi-loof element 4, therefore it is replaced with the equivalent edge traction $$\begin{align} l_x&=\frac{20000}{0.02}=1000\times 10^3\text{ N/m}, \\ l_y&=-10^3\text{ N/m}, \\ l_z&=0.5\times10^3\text{ N/m}. \end{align}$$ The distributed loading in $y$ direction acts on faces S3 of hexahedral elements 1, 3 and on edges L2 of semi-loof elements 2, 4. We replace this loading with the surface traction $$q_n|_\text{S3}=\frac{l_y}{0.01}=-0.01\times10^6\text{ Pa}$$ for elements 1, 3 and the edge traction $$l_{xh}|_\text{L2}=l_y=-100\text{ N/m}$$ for elements 2 and 4.
Finally, the distributed loading in $z$ direction is replaced with the surface traction $$q_n|_\text{S2}=q_n|_\text{S1}=-\frac{l_z}{0.02}=-0.01\times10^6\text{ Pa}$$ acting on faces S2, S1 of elements 1, 3 and 2, 4, respectively.
- beam71s1.bat
rmd3 beam71s1.i1 rpd3 beam71s1.i2 srh3 beam71s1.i3 fefs beam71s1.i4 str3 beam71s1.i5
Input
- beam71s1.i1
; NELEM NNOD ITED IP 7 56 56 ; CRIT SCALE THDEF RP 1.01 1 0.01 XY N 1:24 X 4*0 6*0.25 6*0.5 6*0.75 2*1 Y =A 2*(0 0.02 0.02 0) =A =B 2*(0 0.02) =B =A =B Z =A 2*(0 0 0.01 0.01) =A =B 4*0.005 =B =A =B EL E 1 3 N =A 1:8 =A =B 25:36 =B =12A =16B EL T 61 E 2 4 N =A 9 10 12 11 =A =B 37:40 =B =12A =16B CN T -3 E 5 1 6 2 1 E 6 2 3 3 1 E 7 3 6 4 1 EN EN
- beam71s1.i2
; KREST IP 1 ; E α ν ρ MP 1 T 1 V 2e11 0 0.3 0 LV 1 T 9 V 1000e3 -1e3 0 ; Fx = 20000 N, Fy = -20 N, Fz = 0 N LV 2 T 9 V 0 0 0.5e3 ; Fx = 0 N, Fy = 0 N, Fz = 10 N LV 3 T 6 V -100 ; ly = -100 N/m SV 1 T 6 V -0.01e6 ; ly = -100 N/m SV 2 T 6 V -0.01e6 ; lz = 200 N/m AS 1 /M 1 /B 0 N 1 /B 0 C 1 3 N 2 25 /B 0 C 1 2 N 4 28 /B 0 C 1 N 3 26 27 ; in-plane loading ly, Fx, Fy /L 1 E 4 L3 /L 3 E 2 4 L2 /S 1 E 1 3 S3 AS 2 ; three-dimensional loading ly, lz, Fx, Fy, Fz /L 1 E 4 L3 /L 2 E 4 L3 /L 3 E 2 4 L2 /S 1 E 1 3 S3 /S 2 E 2 4 S1 /S 2 E 1 3 S2 EN EN
- beam71s1.i3
; KREST IP 1 EN EN
- beam71s1.i4
; KREST IP 1 EN EN
- beam71s1.i5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 1 0 1 0 6*0 0 2 EN EN
Output
- beam71s1.o5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 1 0 1 0 6*0 0 2 EN EN 1TH LOAD CASE DISPLACEMENTS NODE U V W ALPHA BETA GAMMA [m] [m] [m] [rad] [rad] [rad] 1 0.0000000E+00 0.0000000E+00 0.0000000E+00 2 0.0000000E+00 -0.3247049E-05 0.0000000E+00 3 0.0000000E+00 -0.2508779E-05 -0.2774914E-05 4 0.0000000E+00 0.0000000E+00 -0.4352229E-06 5 0.2053963E-04 -0.1320111E-02 0.5986305E-05 6 0.2300952E-03 -0.1323257E-02 0.6130738E-05 7 0.2296261E-03 -0.1322688E-02 0.3452304E-05 8 0.2005913E-04 -0.1319557E-02 0.5806953E-05 9 0.2061169E-04 -0.1320007E-02 0.5868794E-05 10 0.2307246E-03 -0.1323049E-02 0.4783980E-05 11 0.8546072E-04 -0.4711405E-02 0.1801987E-04 12 0.4167463E-03 -0.4714466E-02 0.1693736E-04 13 0.8619230E-04 -0.4711597E-02 0.1859990E-04 14 0.4178017E-03 -0.4714657E-02 0.1783710E-04 15 0.4173207E-03 -0.4714118E-02 0.1603921E-04 16 0.8571097E-04 -0.4711063E-02 0.1743871E-04 17 0.1836446E-03 -0.9208293E-02 0.3069019E-04 18 0.5706697E-03 -0.9211349E-02 0.2994398E-04 19 0.5701834E-03 -0.9210806E-02 0.2812623E-04 20 0.1831582E-03 -0.9207749E-02 0.2954986E-04 21 0.1840007E-03 -0.9208041E-02 0.3011968E-04 22 0.5711789E-03 -0.9211095E-02 0.2903516E-04 23 0.3025406E-03 -0.1413453E-01 0.4227030E-04 24 0.7031178E-03 -0.1413756E-01 0.4118633E-04 25 0.0000000E+00 -0.1005724E-05 0.0000000E+00 26 0.0000000E+00 -0.3114559E-05 -0.1378376E-05 27 0.0000000E+00 -0.5394217E-06 -0.1433719E-05 28 0.0000000E+00 0.0000000E+00 -0.2027003E-06 29 0.9781777E-05 -0.3327040E-03 0.1459501E-05 30 0.1155309E-03 -0.3356464E-03 0.1653104E-05 31 0.1152839E-03 -0.3351092E-03 -0.1152677E-05 32 0.9538817E-05 -0.3321684E-03 0.1191703E-05 33 0.1251314E-03 -0.1321087E-02 0.6069280E-05 34 0.2300187E-03 -0.1323095E-02 0.4784593E-05 35 0.1246570E-03 -0.1320555E-02 0.4562162E-05 36 0.2033700E-04 -0.1320068E-02 0.5889056E-05 37 0.1260114E-03 -0.1321115E-02 0.5329345E-05 -0.4781775E-04 -0.4708556E-04 38 0.3241100E-03 -0.2829436E-02 0.1083943E-04 -0.5628971E-04 -0.5391164E-04 39 0.2507857E-03 -0.4712617E-02 0.1748068E-04 -0.4811312E-04 -0.4816960E-04 40 0.5264406E-04 -0.2826464E-02 0.1192565E-04 -0.5519622E-04 -0.5463722E-04 41 0.2523076E-03 -0.4712930E-02 0.1821405E-04 42 0.4173161E-03 -0.4714431E-02 0.1693753E-04 43 0.2518261E-03 -0.4712386E-02 0.1674620E-04 44 0.8580545E-04 -0.4711366E-02 0.1802014E-04 45 0.1346527E-03 -0.6873279E-02 0.2464900E-04 46 0.4945037E-03 -0.6876242E-02 0.2389865E-04 47 0.4940199E-03 -0.6875701E-02 0.2204372E-04 48 0.1341688E-03 -0.6872739E-02 0.2346021E-04 49 0.3768287E-03 -0.9209684E-02 0.3031137E-04 50 0.5706581E-03 -0.9211123E-02 0.2903528E-04 51 0.3763425E-03 -0.9209143E-02 0.2884275E-04 52 0.1835611E-03 -0.9208062E-02 0.3011974E-04 53 0.3778209E-03 -0.9209510E-02 0.2957718E-04 -0.4863191E-04 -0.4862703E-04 54 0.6373091E-03 -0.1165341E-01 0.3511214E-04 -0.5431101E-04 -0.5417470E-04 DISPLACEMENTS NODE U V W ALPHA BETA GAMMA [m] [m] [m] [rad] [rad] [rad] 55 0.5027131E-03 -0.1413601E-01 0.4172836E-04 -0.4861654E-04 -0.4859092E-04 56 0.2431323E-03 -0.1165043E-01 0.3619632E-04 -0.5432359E-04 -0.5417584E-04 REACTIONS NODE RX RY RZ RALPHA RBETA RGAMMA [N] [N] [N] [Nm] [Nm] [Nm] 1 0.2020710E+04 -0.9085163E+02 0.5409838E+03 2 0.4571402E+03 0.0000000E+00 -0.1797032E+03 3 0.4635439E+03 0.0000000E+00 0.0000000E+00 4 0.1976523E+04 -0.1532226E+04 0.0000000E+00 25 -0.7490185E+04 0.0000000E+00 -0.3612806E+03 26 -0.6949391E+04 0.0000000E+00 0.0000000E+00 27 -0.7452401E+04 0.0000000E+00 0.0000000E+00 28 -0.3025940E+04 0.1743077E+04 0.0000000E+00 EQUILIBRIUM OF FORCES AND REACTIONS SUM OF FORCES [N] SUM OF REACTIONS [N] DIRECTION X: 20000.00 -20000.00 DIRECTION Y: -120.00 120.00 DIRECTION Z: -0.00 0.00 STRESSES AT GAUSSPOINTS IE IGP XG YG ZG ERROR SIG-X SIG-Y SIG-Z TAU-XY TAU-YZ TAU-ZX SIG-HMH [m] [m] [m] [%] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] 1 0.00000 1 0.5283E-01 0.4226E-02 0.2113E-02 50.51 -1.50 -0.75 -0.99 0.31 0.22 51.68 2 0.5283E-01 0.1577E-01 0.2113E-02 149.10 -0.52 0.68 -0.19 -0.36 0.52 149.03 3 0.1972E+00 0.4226E-02 0.2113E-02 52.20 -0.31 0.20 -1.78 0.12 0.88 52.37 4 0.1972E+00 0.1577E-01 0.2113E-02 148.18 0.64 -0.13 0.78 0.08 1.85 147.97 5 0.5283E-01 0.4226E-02 0.7887E-02 51.37 1.74 -0.37 -0.87 -1.55 -0.24 50.82 6 0.5283E-01 0.1577E-01 0.7887E-02 149.01 0.34 0.30 -0.24 -0.09 -0.50 148.70 7 0.1972E+00 0.4226E-02 0.7887E-02 51.78 -0.96 0.14 -1.79 0.60 -0.88 52.32 8 0.1972E+00 0.1577E-01 0.7887E-02 147.84 0.11 -0.08 0.78 0.05 -1.85 147.86 IE IP XG YG ZG ERROR X1 X2 X3 SIGX SIGY TAUZ SIGRED [m] [m] [m] [%] [MPa] [MPa] [MPa] [MPa] 2 0.0 1 0.3028E+00 0.4226E-02 0.2500E-11 -0.00 1.00 -0.00 0.90 71.87 1.34 71.46 0.3028E+00 0.4226E-02 0.1000E-01 -0.00 1.00 -0.00 0.47 71.72 1.35 71.52 2 0.3028E+00 0.1577E-01 0.2500E-11 0.00 1.00 0.00 -0.88 128.13 -2.24 128.63 0.3028E+00 0.1577E-01 0.1000E-01 0.00 1.00 0.00 -0.22 128.29 -2.24 128.46 3 0.4472E+00 0.4226E-02 0.2500E-11 -0.00 1.00 0.00 -0.49 72.28 -1.94 72.61 0.4472E+00 0.4226E-02 0.1000E-01 -0.00 1.00 0.00 -0.58 72.27 -1.94 72.64 4 0.4472E+00 0.1577E-01 0.2500E-11 -0.00 1.00 0.00 0.49 127.72 1.19 127.50 0.4472E+00 0.1577E-01 0.1000E-01 -0.00 1.00 0.00 0.43 127.72 1.19 127.53 IE IGP XG YG ZG ERROR SIG-X SIG-Y SIG-Z TAU-XY TAU-YZ TAU-ZX SIG-HMH [m] [m] [m] [%] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] 3 0.00000 1 0.5528E+00 0.4226E-02 0.2113E-02 87.00 0.39 -0.01 1.22 0.01 -1.68 86.89 2 0.5528E+00 0.1577E-01 0.2113E-02 112.99 -0.39 0.01 -1.86 0.00 -2.32 113.30 3 0.6972E+00 0.4226E-02 0.2113E-02 87.36 -0.30 0.01 -1.95 -0.01 1.81 87.64 4 0.6972E+00 0.1577E-01 0.2113E-02 112.64 0.36 -0.01 1.45 -0.00 2.18 112.55 5 0.5528E+00 0.4226E-02 0.7887E-02 87.03 0.49 -0.01 1.22 -0.01 1.68 86.87 6 0.5528E+00 0.1577E-01 0.7887E-02 112.97 -0.44 0.01 -1.86 -0.00 2.32 113.31 7 0.6972E+00 0.4226E-02 0.7887E-02 87.36 -0.31 0.00 -1.95 0.01 -1.81 87.63 8 0.6972E+00 0.1577E-01 0.7887E-02 112.64 0.36 -0.00 1.45 0.00 -2.18 112.55 IE IP XG YG ZG ERROR X1 X2 X3 SIGX SIGY TAUZ SIGRED [m] [m] [m] [%] [MPa] [MPa] [MPa] [MPa] 4 0.0 1 0.8028E+00 0.4226E-02 0.2500E-11 -0.00 1.00 -0.00 0.17 96.82 1.19 96.76 0.8028E+00 0.4226E-02 0.1000E-01 -0.00 1.00 -0.00 0.13 96.81 1.19 96.77 2 0.8028E+00 0.1577E-01 0.2500E-11 0.00 1.00 0.00 -0.35 103.18 -1.58 103.39 0.8028E+00 0.1577E-01 0.1000E-01 0.00 1.00 0.00 -0.31 103.19 -1.59 103.38 3 0.9472E+00 0.4226E-02 0.2500E-11 -0.00 1.00 0.00 -0.02 97.05 -0.50 97.06 0.9472E+00 0.4226E-02 0.1000E-01 -0.00 1.00 0.00 -0.01 97.05 -0.50 97.06 4 0.9472E+00 0.1577E-01 0.2500E-11 -0.00 1.00 0.00 0.11 102.95 0.24 102.90 0.9472E+00 0.1577E-01 0.1000E-01 -0.00 1.00 0.00 0.10 102.95 0.24 102.90 2TH LOAD CASE DISPLACEMENTS NODE U V W ALPHA BETA GAMMA [m] [m] [m] [rad] [rad] [rad] 1 0.0000000E+00 0.0000000E+00 0.0000000E+00 2 0.0000000E+00 -0.5059518E-05 0.0000000E+00 3 0.0000000E+00 -0.3799233E-06 -0.4464618E-05 4 0.0000000E+00 0.0000000E+00 -0.8245340E-06 5 0.3357675E-03 -0.1326021E-02 0.7916449E-02 6 0.5467929E-03 -0.1337349E-02 0.7915568E-02 7 -0.8563881E-04 -0.1328200E-02 0.7913300E-02 8 -0.2965887E-03 -0.1333049E-02 0.7916917E-02 9 0.1990187E-04 -0.1329695E-02 0.7916077E-02 10 0.2314395E-03 -0.1332722E-02 0.7913693E-02 11 0.8471928E-04 -0.4739214E-02 0.2859140E-01 12 0.4174781E-03 -0.4742271E-02 0.2858900E-01 13 0.5739284E-03 -0.4738750E-02 0.2859215E-01 14 0.9070121E-03 -0.4743814E-02 0.2859006E-01 15 -0.7042591E-04 -0.4740576E-02 0.2858826E-01 16 -0.4035076E-03 -0.4739528E-02 0.2859099E-01 17 0.7400584E-03 -0.9254150E-02 0.5475248E-01 18 0.1128554E-02 -0.9258537E-02 0.5475043E-01 19 0.1376257E-04 -0.9256023E-02 0.5474862E-01 20 -0.3747323E-03 -0.9254297E-02 0.5475134E-01 21 0.1832623E-03 -0.9254244E-02 0.5475169E-01 22 0.5719107E-03 -0.9257297E-02 0.5474930E-01 23 0.3018020E-03 -0.1419911E-01 0.8308275E-01 24 0.7038495E-03 -0.1420214E-01 0.8308037E-01 25 0.0000000E+00 -0.1609800E-05 0.0000000E+00 26 0.0000000E+00 -0.3209989E-05 -0.3395515E-05 27 0.0000000E+00 0.8618118E-07 -0.8991142E-06 28 0.0000000E+00 0.0000000E+00 -0.1614107E-05 29 0.1677363E-03 -0.3323354E-03 0.1982740E-02 30 0.2742705E-03 -0.3419284E-03 0.1981519E-02 31 -0.4267411E-04 -0.3339984E-03 0.1978492E-02 32 -0.1492351E-03 -0.3378025E-03 0.1982163E-02 33 0.4410326E-03 -0.1331166E-02 0.7921155E-02 34 0.2307344E-03 -0.1332774E-02 0.7913569E-02 35 -0.1912462E-03 -0.1329908E-02 0.7919392E-02 36 0.1962801E-04 -0.1329769E-02 0.7915823E-02 37 0.1260123E-03 -0.1330789E-02 0.7919049E-02 -0.6322951E-01 -0.6323436E-01 38 0.3248291E-03 -0.2848105E-02 0.1717310E-01 -0.6587720E-03 -0.4282562E-03 39 0.2507815E-03 -0.4740426E-02 0.2859108E-01 -0.9773410E-01 -0.9773373E-01 40 0.5191172E-04 -0.2845131E-02 0.1717547E-01 0.4403352E-03 0.1903590E-03 41 0.7407084E-03 -0.4741058E-02 0.2859206E-01 42 0.4180480E-03 -0.4742238E-02 0.2858898E-01 43 -0.2365836E-03 -0.4739874E-02 0.2859059E-01 44 0.8506418E-04 -0.4739175E-02 0.2859137E-01 45 0.6569369E-03 -0.6909806E-02 0.4124287E-01 46 0.1018260E-02 -0.6914400E-02 0.4124081E-01 47 -0.2827399E-04 -0.6911563E-02 0.4123895E-01 48 -0.3895961E-03 -0.6910231E-02 0.4124168E-01 49 0.9339854E-03 -0.9256215E-02 0.5475212E-01 50 0.5713899E-03 -0.9257326E-02 0.5474930E-01 51 -0.1808208E-03 -0.9255017E-02 0.5475065E-01 52 0.1828228E-03 -0.9254265E-02 0.5475169E-01 53 0.3778176E-03 -0.9255713E-02 0.5475118E-01 -0.1114801E+00 -0.1114802E+00 54 0.6380408E-03 -0.1170880E-01 0.6883507E-01 -0.1853928E-03 -0.1252628E-03 DISPLACEMENTS NODE U V W ALPHA BETA GAMMA [m] [m] [m] [rad] [rad] [rad] 55 0.5027097E-03 -0.1420059E-01 0.8308151E-01 -0.1140265E+00 -0.1140267E+00 56 0.2423937E-03 -0.1170582E-01 0.6883746E-01 -0.5193631E-04 -0.1139485E-03 REACTIONS NODE RX RY RZ RALPHA RBETA RGAMMA [N] [N] [N] [Nm] [Nm] [Nm] 1 0.1001156E+03 -0.3504239E+04 0.3608154E+04 2 -0.1177909E+04 0.0000000E+00 0.8383315E+04 3 0.2241334E+04 0.0000000E+00 0.0000000E+00 4 0.3854569E+04 0.6046083E+04 0.0000000E+00 25 -0.1494514E+05 0.0000000E+00 -0.1220147E+05 26 -0.7031438E+04 0.0000000E+00 0.0000000E+00 27 -0.1188356E+03 0.0000000E+00 0.0000000E+00 28 -0.2922698E+04 -0.2421844E+04 0.0000000E+00 EQUILIBRIUM OF FORCES AND REACTIONS SUM OF FORCES [N] SUM OF REACTIONS [N] DIRECTION X: 20000.00 -20000.00 DIRECTION Y: -120.00 120.00 DIRECTION Z: 210.00 -210.00 STRESSES AT GAUSSPOINTS IE IGP XG YG ZG ERROR SIG-X SIG-Y SIG-Z TAU-XY TAU-YZ TAU-ZX SIG-HMH [m] [m] [m] [%] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] 1 0.00000 1 0.5283E-01 0.4226E-02 0.2113E-02 205.35 23.57 3.87 -0.41 -4.34 1.37 192.55 2 0.5283E-01 0.1577E-01 0.2113E-02 299.20 15.40 -3.78 -0.48 8.76 1.37 294.27 3 0.1972E+00 0.4226E-02 0.2113E-02 196.35 -2.88 -0.85 -1.94 -1.13 1.71 198.29 4 0.1972E+00 0.1577E-01 0.2113E-02 293.76 -1.24 0.88 0.91 -1.39 2.73 294.00 5 0.5283E-01 0.4226E-02 0.7887E-02 -102.35 -23.25 1.29 -1.48 -0.50 0.75 93.85 6 0.5283E-01 0.1577E-01 0.7887E-02 -2.21 -15.60 -1.31 0.08 7.27 0.50 18.75 7 0.1972E+00 0.4226E-02 0.7887E-02 -93.49 1.32 -0.51 -1.68 -2.19 -0.02 94.04 8 0.1972E+00 0.1577E-01 0.7887E-02 3.38 2.08 0.54 0.71 -0.92 -1.01 3.63 IE IP XG YG ZG ERROR X1 X2 X3 SIGX SIGY TAUZ SIGRED [m] [m] [m] [%] [MPa] [MPa] [MPa] [MPa] 2 0.0 1 0.3028E+00 0.4226E-02 0.2500E-11 -0.00 1.00 -0.00 -5.78 238.48 -0.01 241.42 0.3028E+00 0.4226E-02 0.1000E-01 -0.00 1.00 -0.00 7.44 -94.86 2.69 98.90 2 0.3028E+00 0.1577E-01 0.2500E-11 0.00 1.00 0.00 -3.58 295.89 -0.88 297.71 0.3028E+00 0.1577E-01 0.1000E-01 0.00 1.00 0.00 2.40 -39.51 -3.59 41.23 3 0.4472E+00 0.4226E-02 0.2500E-11 -0.00 1.00 0.00 0.79 180.06 -2.92 179.73 0.4472E+00 0.4226E-02 0.1000E-01 -0.00 1.00 0.00 -1.94 -35.53 -0.96 34.65 4 0.4472E+00 0.1577E-01 0.2500E-11 -0.00 1.00 0.00 1.92 235.58 2.15 234.65 0.4472E+00 0.1577E-01 0.1000E-01 -0.00 1.00 0.00 -1.01 19.90 0.22 20.43 IE IGP XG YG ZG ERROR SIG-X SIG-Y SIG-Z TAU-XY TAU-YZ TAU-ZX SIG-HMH [m] [m] [m] [%] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] 3 0.00000 1 0.5528E+00 0.4226E-02 0.2113E-02 118.72 -0.45 -0.02 0.89 -0.21 -1.18 118.98 2 0.5528E+00 0.1577E-01 0.2113E-02 144.53 -1.79 -0.01 -1.54 0.21 -1.82 145.50 3 0.6972E+00 0.4226E-02 0.2113E-02 119.24 0.89 0.00 -2.03 0.08 2.17 118.91 4 0.6972E+00 0.1577E-01 0.2113E-02 144.53 1.58 -0.01 1.53 -0.08 2.53 143.84 5 0.5528E+00 0.4226E-02 0.7887E-02 55.32 1.33 -0.00 1.54 -0.22 2.18 54.86 6 0.5528E+00 0.1577E-01 0.7887E-02 81.43 0.98 0.02 -2.19 0.20 2.81 81.18 7 0.6972E+00 0.4226E-02 0.7887E-02 55.48 -1.50 -0.00 -1.87 0.09 -1.46 56.40 8 0.6972E+00 0.1577E-01 0.7887E-02 80.75 -0.86 -0.02 1.37 -0.07 -1.83 81.29 IE IP XG YG ZG ERROR X1 X2 X3 SIGX SIGY TAUZ SIGRED [m] [m] [m] [%] [MPa] [MPa] [MPa] [MPa] 4 0.0 1 0.8028E+00 0.4226E-02 0.2500E-11 -0.00 1.00 -0.00 -1.35 114.44 0.95 115.13 0.8028E+00 0.4226E-02 0.1000E-01 -0.00 1.00 -0.00 1.65 79.20 1.42 78.42 2 0.8028E+00 0.1577E-01 0.2500E-11 0.00 1.00 0.00 -1.58 120.87 -1.35 121.70 0.8028E+00 0.1577E-01 0.1000E-01 0.00 1.00 0.00 0.92 85.49 -1.82 85.09 3 0.9472E+00 0.4226E-02 0.2500E-11 -0.00 1.00 0.00 0.16 99.40 -0.79 99.33 0.9472E+00 0.4226E-02 0.1000E-01 -0.00 1.00 0.00 -0.18 94.69 -0.20 94.79 4 0.9472E+00 0.1577E-01 0.2500E-11 -0.00 1.00 0.00 0.21 105.29 0.53 105.19 0.9472E+00 0.1577E-01 0.1000E-01 -0.00 1.00 0.00 0.00 100.62 -0.05 100.62 * END OF STR3 * TOTAL CPU: 00:00:00
en/example/stat/3/4.txt · Last modified: 2022-03-15 08:37 by Petr Pařík