📄 mbex1.out
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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: 15:22:40
NODAL COORDINATE DATA :
******************************************************************************
NODE X Y NODE X Y NODE X Y
******************************************************************************
1 0.000 0.000 2 6.000 0.000 3 12.000 0.000
4 0.000 2.000 5 6.000 2.000 6 12.000 2.000
ELEMENT DATA :
******************************************************************************
ELEM N1 N2 N3 N4 N5 N6 N7 N8 GX GY AREA
******************************************************************************
1 1 2 5 4 0 0 0 0 3.000 1.000 12.000
2 2 3 6 5 0 0 0 0 9.000 1.000 12.000
POINTS DISTRIBUTIAON PARAMETERS
************************************************************************
EL LP MP LI MI NL NM MT EL LP MP LI MI NL NM MT
************************************************************************
1 12 5 11 4 3 3 2 2 12 5 11 4 3 3 2
************************************************************************
MATERIAL PROPERTIES :
PROP.= 1 3 1 0.100000E+06 0.100000E+06 1.00 1.00 1.00
PROP.= 2 1 1 0.100000E+01 0.333300E+00 1.00 1.00 1.00
SPRING EXPRESION : TOTAL NUMBER OF SPRING = 1
***************************************************************************
SP J2 J4 EL1 EL2 SP J2 J4 EL1 EL2 SP J2 J4 EL1 EL2
***************************************************************************
1 2 5 1 2
MATERIAL NUMBER OF EACH SPRING
********************************************************************************
NS NUB NS NUB NS NUB NS NUB NS NUB NS NUB NS NUB NS NUB
********************************************************************************
1 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
SEGMENT BOUNDARY CONDITIONS :
****************************************************************************
BD CODE BLOCK NO. SIDE NO. BD CODE BLOCK NO. SIDE NO.
****************************************************************************
1 1 4
POINT BOUNDARY CONDITIONS :
****************************************************************************
CODE BLOCK X Y CODE BLOCK X Y
0 1 0.000E+00 0.000E+00
EXTERNAL LOAD : MD= 1
************************************************************
PX PY K X Y
************************************************************
0.0000E+00 -0.3000E+01 2. 0.1200E+02 0.2000E+01
0.0000E+00 -0.3000E+01 2. 0.1200E+02 0.0000E+00
EXTERNAL LOAD : MD= 2
************************************************************
PX PY K X Y
************************************************************
0.1000E+01 0.0000E+00 2. 0.2000E+01 0.0000E+00
EXTERNAL LOAD : MD= 3
************************************************************
PX PY K X Y
************************************************************
0.1000E+01 0.0000E+00 2. 0.1200E+02 0.2000E+01
0.1000E+01 0.0000E+00 2. 0.1200E+02 0.0000E+00
LOAD FACTORS :
1.000 0.000 0.000
0.000 1.000 0.000
0.000 0.000 1.000
POINTS ALLOCATION DATA
BLOCK POINT X Y BLOCK POINT X Y
1 1 0.000E+00 0.000E+00 1 2 5.455E-01 0.000E+00
1 3 1.091E+00 0.000E+00 1 4 1.636E+00 0.000E+00
1 5 2.182E+00 0.000E+00 1 6 2.727E+00 0.000E+00
1 7 3.273E+00 0.000E+00 1 8 3.818E+00 0.000E+00
1 9 4.364E+00 0.000E+00 1 10 4.909E+00 0.000E+00
1 11 5.455E+00 0.000E+00 1 12 6.000E+00 0.000E+00
1 13 0.000E+00 5.000E-01 1 14 5.455E-01 5.000E-01
1 15 1.091E+00 5.000E-01 1 16 1.636E+00 5.000E-01
1 17 2.182E+00 5.000E-01 1 18 2.727E+00 5.000E-01
1 19 3.273E+00 5.000E-01 1 20 3.818E+00 5.000E-01
1 21 4.364E+00 5.000E-01 1 22 4.909E+00 5.000E-01
1 23 5.455E+00 5.000E-01 1 24 6.000E+00 5.000E-01
1 25 0.000E+00 1.000E+00 1 26 5.455E-01 1.000E+00
1 27 1.091E+00 1.000E+00 1 28 1.636E+00 1.000E+00
1 29 2.182E+00 1.000E+00 1 30 2.727E+00 1.000E+00
1 31 3.273E+00 1.000E+00 1 32 3.818E+00 1.000E+00
1 33 4.364E+00 1.000E+00 1 34 4.909E+00 1.000E+00
1 35 5.455E+00 1.000E+00 1 36 6.000E+00 1.000E+00
1 37 0.000E+00 1.500E+00 1 38 5.455E-01 1.500E+00
1 39 1.091E+00 1.500E+00 1 40 1.636E+00 1.500E+00
1 41 2.182E+00 1.500E+00 1 42 2.727E+00 1.500E+00
1 43 3.273E+00 1.500E+00 1 44 3.818E+00 1.500E+00
1 45 4.364E+00 1.500E+00 1 46 4.909E+00 1.500E+00
1 47 5.455E+00 1.500E+00 1 48 6.000E+00 1.500E+00
1 49 0.000E+00 2.000E+00 1 50 5.455E-01 2.000E+00
1 51 1.091E+00 2.000E+00 1 52 1.636E+00 2.000E+00
1 53 2.182E+00 2.000E+00 1 54 2.727E+00 2.000E+00
1 55 3.273E+00 2.000E+00 1 56 3.818E+00 2.000E+00
1 57 4.364E+00 2.000E+00 1 58 4.909E+00 2.000E+00
1 59 5.455E+00 2.000E+00 1 60 6.000E+00 2.000E+00
2 61 6.000E+00 0.000E+00 2 62 6.545E+00 0.000E+00
2 63 7.091E+00 0.000E+00 2 64 7.636E+00 0.000E+00
2 65 8.182E+00 0.000E+00 2 66 8.727E+00 0.000E+00
2 67 9.273E+00 0.000E+00 2 68 9.818E+00 0.000E+00
2 69 1.036E+01 0.000E+00 2 70 1.091E+01 0.000E+00
2 71 1.145E+01 0.000E+00 2 72 1.200E+01 0.000E+00
2 73 6.000E+00 5.000E-01 2 74 6.545E+00 5.000E-01
2 75 7.091E+00 5.000E-01 2 76 7.636E+00 5.000E-01
2 77 8.182E+00 5.000E-01 2 78 8.727E+00 5.000E-01
2 79 9.273E+00 5.000E-01 2 80 9.818E+00 5.000E-01
2 81 1.036E+01 5.000E-01 2 82 1.091E+01 5.000E-01
2 83 1.145E+01 5.000E-01 2 84 1.200E+01 5.000E-01
2 85 6.000E+00 1.000E+00 2 86 6.545E+00 1.000E+00
2 87 7.091E+00 1.000E+00 2 88 7.636E+00 1.000E+00
2 89 8.182E+00 1.000E+00 2 90 8.727E+00 1.000E+00
2 91 9.273E+00 1.000E+00 2 92 9.818E+00 1.000E+00
2 93 1.036E+01 1.000E+00 2 94 1.091E+01 1.000E+00
2 95 1.145E+01 1.000E+00 2 96 1.200E+01 1.000E+00
2 97 6.000E+00 1.500E+00 2 98 6.545E+00 1.500E+00
2 99 7.091E+00 1.500E+00 2 100 7.636E+00 1.500E+00
2 101 8.182E+00 1.500E+00 2 102 8.727E+00 1.500E+00
2 103 9.273E+00 1.500E+00 2 104 9.818E+00 1.500E+00
2 105 1.036E+01 1.500E+00 2 106 1.091E+01 1.500E+00
2 107 1.145E+01 1.500E+00 2 108 1.200E+01 1.500E+00
2 109 6.000E+00 2.000E+00 2 110 6.545E+00 2.000E+00
2 111 7.091E+00 2.000E+00 2 112 7.636E+00 2.000E+00
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