mbex3.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:    15:27:59




 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   3   6   5   4   0   0         6.000         1.000        24.000


POINTS DISTRIBUTIAON PARAMETERS
************************************************************************
  EL  LP  MP  LI  MI  NL  NM  MT      EL  LP  MP  LI  MI  NL  NM  MT
************************************************************************
   1   0   0   0   0   0   0   0
************************************************************************


 MATERIAL PROPERTIES :
 PROP.=    1    3    1  0.100000E+05  0.100000E+05     1.00     1.00     1.00
 PROP.=    2    1    1  0.100000E+01  0.333000E+00     1.00     1.00     1.00


 SPRING EXPRESION :  TOTAL NUMBER OF SPRING =   0
***************************************************************************
   SP   J2   J4  EL1  EL2   SP   J2   J4  EL1  EL2   SP   J2   J4  EL1  EL2
***************************************************************************


 MATERIAL NUMBER OF EACH SPRING
********************************************************************************
  NS   NUB  NS   NUB  NS   NUB  NS   NUB  NS   NUB  NS   NUB  NS   NUB  NS   NUB
********************************************************************************


 MATERIAL NUMBER OF EACH ELASTIC BLOCK
********************************************************************************
   EL  NUB   EL  NUB   EL  NUB   EL  NUB   EL  NUB   EL  NUB   EL  NUB   EL  NUB
********************************************************************************
    1    2

SEGMENT BOUNDARY CONDITIONS :
****************************************************************************
     BD CODE   BLOCK NO.    SIDE NO.         BD CODE   BLOCK NO.    SIDE NO.
****************************************************************************
           0           1           6


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


 EXTERNAL LOAD :  MD= 1
************************************************************
          PX          PY           K           X           Y
************************************************************
  0.0000E+00 -0.3000E+01          1.  0.1200E+02  0.2000E+01
  0.0000E+00 -0.3000E+01          1.  0.1200E+02  0.0000E+00


 LOAD FACTORS :
     1.000


POINTS ALLOCATION DATA
   BLOCK   POINT           X           Y   BLOCK   POINT           X           Y




CELL STRUCTURE DATA
   BLOCK    CELL          X1          Y1          X2          Y2          X3          Y3          X4          Y4




 NUMBER OF NODES                         =    6
 NUMBER OF BLOCKS                        =    1
 NUMBER OF INTERFACES                    =    0
 NUMBER OF POINTS DISTRIBUTED            =    0
 NUMBER OF CELLS                         =    0