p59.res

有限元编程源码

Global coordinates 
Node    1         0.0000E+00  0.0000E+00
Node    2         0.1500E+01  0.0000E+00
Node    3         0.3000E+01  0.0000E+00
Node    4         0.4500E+01  0.0000E+00
Node    5         0.6000E+01  0.0000E+00
Node    6         0.0000E+00 -0.1500E+01
Node    7         0.1500E+01 -0.1500E+01
Node    8         0.3000E+01 -0.1500E+01
Node    9         0.4500E+01 -0.1500E+01
Node   10         0.6000E+01 -0.1500E+01
Node   11         0.0000E+00 -0.3000E+01
Node   12         0.1500E+01 -0.3000E+01
Node   13         0.3000E+01 -0.3000E+01
Node   14         0.4500E+01 -0.3000E+01
Node   15         0.6000E+01 -0.3000E+01
Node   16         0.0000E+00 -0.4500E+01
Node   17         0.1500E+01 -0.4500E+01
Node   18         0.3000E+01 -0.4500E+01
Node   19         0.4500E+01 -0.4500E+01
Node   20         0.6000E+01 -0.4500E+01
Node   21         0.0000E+00 -0.6000E+01
Node   22         0.1500E+01 -0.6000E+01
Node   23         0.3000E+01 -0.6000E+01
Node   24         0.4500E+01 -0.6000E+01
Node   25         0.6000E+01 -0.6000E+01
Node   26         0.0000E+00 -0.7500E+01
Node   27         0.1500E+01 -0.7500E+01
Node   28         0.3000E+01 -0.7500E+01
Node   29         0.4500E+01 -0.7500E+01
Node   30         0.6000E+01 -0.7500E+01
Node   31         0.0000E+00 -0.9000E+01
Node   32         0.1500E+01 -0.9000E+01
Node   33         0.3000E+01 -0.9000E+01
Node   34         0.4500E+01 -0.9000E+01
Node   35         0.6000E+01 -0.9000E+01
Global node numbers 
Element     1     11  6  1  2  3  8 13 12  7
Element     2     21 16 11 12 13 18 23 22 17
Element     3     31 26 21 22 23 28 33 32 27
Element     4     13  8  3  4  5 10 15 14  9
Element     5     23 18 13 14 15 20 25 24 19
Element     6     33 28 23 24 25 30 35 34 29
There are   48  equations and the half-bandwidth is   20
The nodal displacements are:
    1     0.0000E+00 -0.5299E-05
    2    -0.4004E-06 -0.4988E-05
    3    -0.6190E-06 -0.3343E-05
    4    -0.4004E-06 -0.1697E-05
    5     0.0000E+00 -0.1387E-05
    6     0.0000E+00 -0.4307E-05
    7     0.1856E-06 -0.3911E-05
    8     0.3167E-06 -0.2786E-05
    9     0.1856E-06 -0.1661E-05
   10     0.0000E+00 -0.1264E-05
   11     0.0000E+00 -0.3170E-05
   12     0.2748E-06 -0.2899E-05
   13     0.3777E-06 -0.2229E-05
   14     0.2748E-06 -0.1558E-05
   15     0.0000E+00 -0.1287E-05
   16     0.0000E+00 -0.2195E-05
   17     0.2109E-06 -0.2047E-05
   18     0.3051E-06 -0.1671E-05
   19     0.2109E-06 -0.1296E-05
   20     0.0000E+00 -0.1148E-05
   21     0.0000E+00 -0.1373E-05
   22     0.1369E-06 -0.1299E-05
   23     0.1948E-06 -0.1114E-05
   24     0.1369E-06 -0.9293E-06
   25     0.0000E+00 -0.8555E-06
   26     0.0000E+00 -0.6492E-06
   27     0.7643E-07 -0.6245E-06
   28     0.1105E-06 -0.5571E-06
   29     0.7643E-07 -0.4898E-06
   30     0.0000E+00 -0.4651E-06
   31     0.0000E+00  0.0000E+00
   32     0.0000E+00  0.0000E+00
   33     0.0000E+00  0.0000E+00
   34     0.0000E+00  0.0000E+00
   35     0.0000E+00  0.0000E+00
The Gauss point stresses for element    1  are :
Point    1
 -0.6323E+00 -0.1035E+01 -0.4108E-01
Point    2
 -0.5703E+00 -0.1047E+01  0.5463E-01
Point    3
 -0.3507E+00 -0.6910E+00  0.1917E+00
Point    4
 -0.2434E+00 -0.9108E+00  0.2695E-01
Point    5
 -0.2597E+00 -0.8766E+00  0.1085E+00
Point    6
 -0.1681E+00 -0.5906E+00  0.2173E+00
Point    7
 -0.1395E+00 -0.9083E+00  0.5062E-01
Point    8
 -0.1846E+00 -0.8070E+00  0.1512E+00
Point    9
 -0.1714E+00 -0.5698E+00  0.2648E+00
The Gauss point stresses for element    2  are :
Point    1
 -0.1121E+00 -0.7824E+00  0.4112E-01
Point    2
 -0.1753E+00 -0.7206E+00  0.1226E+00
Point    3
 -0.1949E+00 -0.5572E+00  0.1948E+00
Point    4
 -0.1238E+00 -0.7042E+00  0.2711E-01
Point    5
 -0.1707E+00 -0.6592E+00  0.8484E-01
Point    6
 -0.1844E+00 -0.5365E+00  0.1354E+00
Point    7
 -0.1383E+00 -0.6271E+00  0.1803E-01
Point    8
 -0.1764E+00 -0.6021E+00  0.5883E-01
Point    9
 -0.1914E+00 -0.5233E+00  0.9457E-01
The Gauss point stresses for element    3  are :
Point    1
 -0.1546E+00 -0.6072E+00  0.1298E-01
Point    2
 -0.1850E+00 -0.5838E+00  0.4191E-01
Point    3
 -0.1979E+00 -0.5195E+00  0.6544E-01
Point    4
 -0.1837E+00 -0.5792E+00  0.8179E-02
Point    5
 -0.2003E+00 -0.5618E+00  0.2936E-01
Point    6
 -0.2041E+00 -0.5145E+00  0.4446E-01
Point    7
 -0.2223E+00 -0.5552E+00  0.6023E-02
Point    8
 -0.2227E+00 -0.5428E+00  0.2255E-01
Point    9
 -0.2149E+00 -0.5114E+00  0.3231E-01
The Gauss point stresses for element    4  are :
Point    1
 -0.7792E-01 -0.3090E+00  0.1917E+00
Point    2
  0.1417E+00  0.4707E-01  0.5463E-01
Point    3
  0.2037E+00  0.3545E-01 -0.4108E-01
Point    4
 -0.2605E+00 -0.4094E+00  0.2173E+00
Point    5
 -0.1689E+00 -0.1234E+00  0.1085E+00
Point    6
 -0.1852E+00 -0.8920E-01  0.2695E-01
Point    7
 -0.2572E+00 -0.4302E+00  0.2648E+00
Point    8
 -0.2440E+00 -0.1930E+00  0.1512E+00
Point    9
 -0.2890E+00 -0.9168E-01  0.5062E-01
The Gauss point stresses for element    5  are :
Point    1
 -0.2337E+00 -0.4428E+00  0.1948E+00
Point    2
 -0.2533E+00 -0.2794E+00  0.1226E+00
Point    3
 -0.3165E+00 -0.2176E+00  0.4112E-01
Point    4
 -0.2442E+00 -0.4635E+00  0.1354E+00
Point    5
 -0.2578E+00 -0.3408E+00  0.8484E-01
Point    6
 -0.3048E+00 -0.2958E+00  0.2711E-01
Point    7
 -0.2372E+00 -0.4767E+00  0.9457E-01
Point    8
 -0.2522E+00 -0.3979E+00  0.5883E-01
Point    9
 -0.2903E+00 -0.3729E+00  0.1803E-01
The Gauss point stresses for element    6  are :
Point    1
 -0.2307E+00 -0.4805E+00  0.6544E-01
Point    2
 -0.2436E+00 -0.4162E+00  0.4191E-01
Point    3
 -0.2740E+00 -0.3928E+00  0.1298E-01
Point    4
 -0.2245E+00 -0.4855E+00  0.4446E-01
Point    5
 -0.2283E+00 -0.4382E+00  0.2936E-01
Point    6
 -0.2449E+00 -0.4208E+00  0.8179E-02
Point    7
 -0.2137E+00 -0.4886E+00  0.3231E-01
Point    8
 -0.2059E+00 -0.4572E+00  0.2255E-01
Point    9
 -0.2063E+00 -0.4448E+00  0.6023E-02