mstrip.out

计算一般结构受载求位移

                  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:    15:34:48




 NODAL COORDINATE DATA :
******************************************************************************
  NODE         X         Y  NODE         X         Y  NODE         X         Y
******************************************************************************
     1     0.000     0.000     2   100.000     0.000     3     0.000    10.000
     4   100.000    10.000     5     0.000    20.000     6   100.000    20.000
     7     0.000    30.000     8   100.000    30.000     9     0.000    40.000
    10   100.000    40.000    11     0.000    50.000    12   100.000    50.000
    13     0.000    60.000    14   100.000    60.000

 ELEMENT DATA :
******************************************************************************
ELEM  N1  N2  N3  N4  N5  N6  N7  N8            GX            GY          AREA
******************************************************************************
   1   1   2   4   3   0   0   0   0        50.000         5.000      1000.000
   2   3   4   6   5   0   0   0   0        50.000        15.000      1000.000
   3   5   6   8   7   0   0   0   0        50.000        25.000      1000.000
   4   7   8  10   9   0   0   0   0        50.000        35.000      1000.000
   5   9  10  12  11   0   0   0   0        50.000        45.000      1000.000
   6  11  12  14  13   0   0   0   0        50.000        55.000      1000.000


POINTS DISTRIBUTIAON PARAMETERS
************************************************************************
  EL  LP  MP  LI  MI  NL  NM  MT      EL  LP  MP  LI  MI  NL  NM  MT
************************************************************************
   1  25   5  10   3   3   3   2   2  25   5  10   3   3   3   2
   3  25   5  10   3   3   3   2   4  25   5  10   3   3   3   2
   5  25   5  10   3   3   3   2   6  25   5  10   3   3   3   2

************************************************************************


 MATERIAL PROPERTIES :
 PROP.=    1    2    1  0.500000E+11  0.200000E+00     1.00     1.00     1.00
 PROP.=    2    3    2  0.555000E+09  0.555000E+09     1.00     1.00     1.00


 SPRING EXPRESION :  TOTAL NUMBER OF SPRING =   5
***************************************************************************
   SP   J2   J4  EL1  EL2   SP   J2   J4  EL1  EL2   SP   J2   J4  EL1  EL2
***************************************************************************
    1    3    4    1    2    2    5    6    2    3    3    7    8    3    4
    4    9   10    4    5    5   11   12    5    6

 MATERIAL NUMBER OF EACH SPRING
********************************************************************************
  NS   NUB  NS   NUB  NS   NUB  NS   NUB  NS   NUB  NS   NUB  NS   NUB  NS   NUB
********************************************************************************
    1    2    2    2    3    2    4    2    5    2

 MATERIAL NUMBER OF EACH ELASTIC BLOCK
********************************************************************************
   EL  NUB   EL  NUB   EL  NUB   EL  NUB   EL  NUB   EL  NUB   EL  NUB   EL  NUB
********************************************************************************
    1    1    2    1    3    1    4    1    5    1    6    1

SEGMENT BOUNDARY CONDITIONS :
****************************************************************************
     BD CODE   BLOCK NO.    SIDE NO.         BD CODE   BLOCK NO.    SIDE NO.
****************************************************************************
           1           1           2
           1           1           4

           1           2           2
           1           2           4

           1           3           2
           1           3           4

           1           4           2
           1           4           4

           1           5           2
           1           5           4

           1           6           2
           1           6           4

          10           1           1


POINT BOUNDARY CONDITIONS :
****************************************************************************
    CODE   BLOCK         X         Y    CODE   BLOCK         X         Y


 EXTERNAL LOAD :  MD= 1
************************************************************
          PX          PY           K           X           Y
************************************************************
  0.0000E+00 -0.1000E+00          6.  0.0000E+00  0.6000E+02
  0.0000E+00 -0.1000E+00          6.  0.1000E+01  0.6000E+02
  0.0000E+00 -0.2000E+00          6.  0.2000E+00  0.6000E+02
  0.0000E+00 -0.2000E+00          6.  0.4000E+00  0.6000E+02
  0.0000E+00 -0.2000E+00          6.  0.6000E+00  0.6000E+02
  0.0000E+00 -0.2000E+00          6.  0.8000E+00  0.6000E+02


 LOAD FACTORS :
     1.000


POINTS ALLOCATION DATA
   BLOCK   POINT           X           Y   BLOCK   POINT           X           Y
       1       1   0.000E+00   0.000E+00       1       2   4.167E+00   0.000E+00
       1       3   8.333E+00   0.000E+00       1       4   1.250E+01   0.000E+00
       1       5   1.667E+01   0.000E+00       1       6   2.083E+01   0.000E+00
       1       7   2.500E+01   0.000E+00       1       8   2.917E+01   0.000E+00
       1       9   3.333E+01   0.000E+00       1      10   3.750E+01   0.000E+00
       1      11   4.167E+01   0.000E+00       1      12   4.583E+01   0.000E+00
       1      13   5.000E+01   0.000E+00       1      14   5.417E+01   0.000E+00
       1      15   5.833E+01   0.000E+00       1      16   6.250E+01   0.000E+00
       1      17   6.667E+01   0.000E+00       1      18   7.083E+01   0.000E+00
       1      19   7.500E+01   0.000E+00       1      20   7.917E+01   0.000E+00
       1      21   8.333E+01   0.000E+00       1      22   8.750E+01   0.000E+00
       1      23   9.167E+01   0.000E+00       1      24   9.583E+01   0.000E+00
       1      25   1.000E+02   0.000E+00       1      26   0.000E+00   2.500E+00
       1      27   4.167E+00   2.500E+00       1      28   8.333E+00   2.500E+00
       1      29   1.250E+01   2.500E+00       1      30   1.667E+01   2.500E+00
       1      31   2.083E+01   2.500E+00       1      32   2.500E+01   2.500E+00
       1      33   2.917E+01   2.500E+00       1      34   3.333E+01   2.500E+00