?? plate.out
字號:
R i g i d F i n i t e E l e m e n t
Elasto-plastic Analysis
for Rock Structure
Version 2.0
Developed by Zhang Xiong
Department of Engineering Mechanics
Tsinghua University
1996.03.26
Date: 9. 6, 2001
Time: 15:38: 9
NODAL COORDINATE DATA :
******************************************************************************
NODE X Y NODE X Y NODE X Y
******************************************************************************
1 0.000 1.000 2 0.195 0.981 3 0.383 0.924
4 0.556 0.831 5 0.707 0.707 6 0.831 0.556
7 0.924 0.383 8 0.981 0.195 9 1.000 0.000
10 0.000 5.000 11 1.250 5.000 12 2.500 5.000
13 3.750 5.000 14 5.000 5.000 15 5.000 3.750
16 5.000 2.500 17 5.000 1.250 18 5.000 0.000
ELEMENT DATA :
******************************************************************************
ELEM N1 N2 N3 N4 N5 N6 N7 N8 GX GY AREA
******************************************************************************
1 1 2 11 10 0 0 0 0 0.426 3.481 2.902
2 2 3 12 11 0 0 0 0 1.272 3.457 2.955
3 3 4 13 12 0 0 0 0 2.103 3.410 3.056
4 4 5 14 13 0 0 0 0 2.914 3.345 3.198
5 5 6 15 14 0 0 0 0 3.345 2.914 3.198
6 6 7 16 15 0 0 0 0 3.410 2.103 3.056
7 7 8 17 16 0 0 0 0 3.457 1.272 2.955
8 8 9 18 17 0 0 0 0 3.481 0.426 2.902
POINTS DISTRIBUTIAON PARAMETERS
************************************************************************
EL LP MP LI MI NL NM MT EL LP MP LI MI NL NM MT
************************************************************************
1 4 10 4 18 3 3 2 2 4 10 4 18 3 3 2
3 4 10 4 18 3 3 2 4 4 10 4 18 3 3 2
5 4 10 4 18 3 3 2 6 4 10 4 18 3 3 2
7 4 10 4 18 3 3 2 8 4 10 4 18 3 3 2
************************************************************************
MATERIAL PROPERTIES :
PROP.= 1 3 1 0.100000E+09 0.100000E+09 1.00 1.00 1.00
PROP.= 2 1 1 0.100000E+04 0.300000E+00 1.00 1.00 1.00
SPRING EXPRESION : TOTAL NUMBER OF SPRING = 7
***************************************************************************
SP J2 J4 EL1 EL2 SP J2 J4 EL1 EL2 SP J2 J4 EL1 EL2
***************************************************************************
1 2 11 1 2 2 3 12 2 3 3 4 13 3 4
4 5 14 4 5 5 6 15 5 6 6 7 16 6 7
7 8 17 7 8
MATERIAL NUMBER OF EACH SPRING
********************************************************************************
NS NUB NS NUB NS NUB NS NUB NS NUB NS NUB NS NUB NS NUB
********************************************************************************
1 1 2 1 3 1 4 1 5 1 6 1 7 1
MATERIAL NUMBER OF EACH ELASTIC BLOCK
********************************************************************************
EL NUB EL NUB EL NUB EL NUB EL NUB EL NUB EL NUB EL NUB
********************************************************************************
1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2
SEGMENT BOUNDARY CONDITIONS :
****************************************************************************
BD CODE BLOCK NO. SIDE NO. BD CODE BLOCK NO. SIDE NO.
****************************************************************************
1 1 4
10 8 2
POINT BOUNDARY CONDITIONS :
****************************************************************************
CODE BLOCK X Y CODE BLOCK X Y
EXTERNAL LOAD : MD= 1
************************************************************
PX PY K X Y
************************************************************
0.1000E+01 0.0000E+00 5. 0.3000E+01 0.0000E+00
0.1000E+01 0.0000E+00 6. 0.3000E+01 0.0000E+00
0.1000E+01 0.0000E+00 7. 0.3000E+01 0.0000E+00
0.1000E+01 0.0000E+00 8. 0.3000E+01 0.0000E+00
LOAD FACTORS :
1.000
POINTS ALLOCATION DATA
BLOCK POINT X Y BLOCK POINT X Y
1 1 0.000E+00 1.000E+00 1 2 6.503E-02 9.936E-01
1 3 1.301E-01 9.872E-01 1 4 1.951E-01 9.808E-01
1 5 0.000E+00 1.444E+00 1 6 1.041E-01 1.439E+00
1 7 2.082E-01 1.433E+00 1 8 3.123E-01 1.427E+00
1 9 0.000E+00 1.889E+00 1 10 1.432E-01 1.884E+00
1 11 2.863E-01 1.879E+00 1 12 4.295E-01 1.874E+00
1 13 0.000E+00 2.333E+00 1 14 1.822E-01 2.329E+00
1 15 3.645E-01 2.325E+00 1 16 5.467E-01 2.321E+00
1 17 0.000E+00 2.778E+00 1 18 2.213E-01 2.774E+00
1 19 4.426E-01 2.771E+00 1 20 6.639E-01 2.767E+00
1 21 0.000E+00 3.222E+00 1 22 2.604E-01 3.219E+00
1 23 5.208E-01 3.217E+00 1 24 7.812E-01 3.214E+00
1 25 0.000E+00 3.667E+00 1 26 2.995E-01 3.665E+00
1 27 5.989E-01 3.662E+00 1 28 8.984E-01 3.660E+00
1 29 0.000E+00 4.111E+00 1 30 3.385E-01 4.110E+00
1 31 6.771E-01 4.108E+00 1 32 1.016E+00 4.107E+00
1 33 0.000E+00 4.556E+00 1 34 3.776E-01 4.555E+00
1 35 7.552E-01 4.554E+00 1 36 1.133E+00 4.553E+00
1 37 0.000E+00 5.000E+00 1 38 4.167E-01 5.000E+00
1 39 8.333E-01 5.000E+00 1 40 1.250E+00 5.000E+00
2 41 1.951E-01 9.808E-01 2 42 2.576E-01 9.618E-01
2 43 3.202E-01 9.428E-01 2 44 3.827E-01 9.239E-01
2 45 3.123E-01 1.427E+00 2 46 4.142E-01 1.411E+00
2 47 5.161E-01 1.394E+00 2 48 6.179E-01 1.377E+00
2 49 4.295E-01 1.874E+00 2 50 5.707E-01 1.859E+00
2 51 7.120E-01 1.844E+00 2 52 8.532E-01 1.830E+00
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