一个FORTRAN和ANSYS开发的接口程序,前台运行FORTRAN,后台处理数据用ANSYS

				
				     =========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