data.out

fortran编的有限元平面问题分析程序！

     =========PLANE STRESS PROBLEM========

            * * * * * RESULTS BY FEM2D * * * * *

        --DISPLACEMENT OF NODE--

     NODE NO        X-DISP        Y-DISP
            1          0.000000E+00  -0.525275E+01
            2          0.000000E+00  -0.225275E+01
            3         -0.108791E+01  -0.137363E+01
            4          0.000000E+00   0.000000E+00
            5         -0.824176E+00   0.000000E+00
            6         -0.182418E+01   0.000000E+00


        --STRESSES OF ELEMENT--
 ELEMENT NO.=    1
                  STX=-.108791E+01     STY=-.300000E+01  TXY=0.439560E+00
 ELEMENT NO.=    2
                  STX=-.824176E+00     STY=-.225275E+01  TXY=0.000000E+00
 ELEMENT NO.=    3
                  STX=-.108791E+01     STY=-.137363E+01  TXY=0.307692E+00
 ELEMENT NO.=    4
                  STX=-.100000E+01     STY=-.137363E+01  TXY=-.131868E+00


        --STRESSES OF NODE--
 NODE NO.=    1
                  STX=-.108791E+01     STY=-.300000E+01  TXY=0.439560E+00
 NODE NO.=    2
                  STX=-.100000E+01     STY=-.220879E+01  TXY=0.249084E+00
 NODE NO.=    3
                  STX=-.105861E+01     STY=-.191575E+01  TXY=0.205128E+00
 NODE NO.=    4
                  STX=-.824176E+00     STY=-.225275E+01  TXY=0.000000E+00
 NODE NO.=    5
                  STX=-.970696E+00     STY=-.166667E+01  TXY=0.586081E-01
 NODE NO.=    6
                  STX=-.100000E+01     STY=-.137363E+01  TXY=-.131868E+00