1-D QUASIHARMONIC EXAMPLE ,SECTION 3.12.3 ,FIG.3.9                     


 NPOIN=   11   NELEM=   10   NBOUN=    2   NMATS=    1

 NPROP=    1   NNODE=    2   NINCS=    1   NALGO=    1

 NDOFN=    1
0     MATERIAL PROPERTIES
         1       10.00000
0   EL  NODES  MAT.
    1    1    2    1
    2    2    3    1
    3    3    4    1
    4    4    5    1
    5    5    6    1
    6    6    7    1
    7    7    8    1
    8    8    9    1
    9    9   10    1
   10   10   11    1
0     NODE     COORD.
         1         .00000
         2        1.00000
         3        2.00000
         4        3.00000
         5        4.00000
         6        5.00000
         7        6.00000
         8        7.00000
         9        8.00000
        10        9.00000
        11       10.00000
0 RES.NODE  CODE   PRES.VALUES
         1    1         .00000
        11    1        1.00000
0  ELEMENT          NODAL LOADS
         1         .00000         .00000
         2         .00000         .00000
         3         .00000         .00000
         4         .00000         .00000
         5         .00000         .00000
         6         .00000         .00000
         7         .00000         .00000
         8         .00000         .00000
         9         .00000         .00000
        10         .00000         .00000
O     IINCS=    1   NITER=   20   NOUTP=    1   FACTO=   .100000E+01   TOLER=   .500000E+00
O     CONVERGENCE CODE =   1   NORM OF RESIDUAL SUM RATIO =   .000000E+00
O     NODE    DISPL.            REACTIONS
         1   .000000E+00       -.100000E+01
         2   .100000E+00        .000000E+00
         3   .200000E+00        .000000E+00
         4   .300000E+00        .000000E+00
         5   .400000E+00        .000000E+00
         6   .500000E+00        .000000E+00
         7   .600000E+00        .000000E+00
         8   .700000E+00        .000000E+00
         9   .800000E+00        .000000E+00
        10   .900000E+00        .000000E+00
        11   .100000E+01        .100000E+01
O  ELEMENT     STRESSES     PL.STRAIN
         1   .000000E+00   .000000E+00
         2   .000000E+00   .000000E+00
         3   .000000E+00   .000000E+00
         4   .000000E+00   .000000E+00
         5   .000000E+00   .000000E+00
         6   .000000E+00   .000000E+00
         7   .000000E+00   .000000E+00
         8   .000000E+00   .000000E+00
         9   .000000E+00   .000000E+00
        10   .000000E+00   .000000E+00
 GGG
O     CONVERGENCE CODE =   1   NORM OF RESIDUAL SUM RATIO =   .706274E+02
O     CONVERGENCE CODE =   1   NORM OF RESIDUAL SUM RATIO =   .393375E+02
O     CONVERGENCE CODE =   1   NORM OF RESIDUAL SUM RATIO =   .983822E+01
O     CONVERGENCE CODE =   1   NORM OF RESIDUAL SUM RATIO =   .801193E+01
O     CONVERGENCE CODE =   1   NORM OF RESIDUAL SUM RATIO =   .472254E+01
O     CONVERGENCE CODE =   1   NORM OF RESIDUAL SUM RATIO =   .126987E+01
O     CONVERGENCE CODE =   1   NORM OF RESIDUAL SUM RATIO =   .983513E+00
O     CONVERGENCE CODE =   1   NORM OF RESIDUAL SUM RATIO =   .587837E+00
O     CONVERGENCE CODE =   0   NORM OF RESIDUAL SUM RATIO =   .161274E+00
O     NODE    DISPL.            REACTIONS
         1   .000000E+00       -.599999E+01
         2   .260554E+00        .000000E+00
         3   .399999E+00        .000000E+00
         4   .508275E+00        .000000E+00
         5   .599999E+00        .000000E+00
         6   .681024E+00        .000000E+00
         7   .754400E+00        .000000E+00
         8   .821954E+00        .000000E+00
         9   .884886E+00        .000000E+00
        10   .944031E+00        .000000E+00
        11   .100000E+01        .600001E+01
O  ELEMENT     STRESSES     PL.STRAIN
         1   .000000E+00   .000000E+00
         2   .000000E+00   .000000E+00
         3   .000000E+00   .000000E+00
         4   .000000E+00   .000000E+00
         5   .000000E+00   .000000E+00
         6   .000000E+00   .000000E+00
         7   .000000E+00   .000000E+00
         8   .000000E+00   .000000E+00
         9   .000000E+00   .000000E+00
        10   .000000E+00   .000000E+00
 GGG