node_displace.dat

c源程序及与ANSYS衔接(JIEKOU) 提供了一个接口程序及方法

---PLANE PROBLEM ANALYSIS BY TRIANGULAR ELEMENT---
NUMBER OF NODES=6         NUMBER OF ELEMENTS=4  
PLANE STRESS PROBLEM
ELASTICITY MODULUS=1.00       POISSON MODULUS=0.0000  
SPECIFIC GRAVITY=0.0000   PLATE THICKNESS=1.0000  

NODAL COORDINATES&DISPLAYMENTS:
NODE:	 X	    Y	        U	         V
  1   0.000        2.000     0.000e+000     -5.253e+000     
  2   0.000        1.000     0.000e+000     -2.253e+000     
  3   1.000        1.000     -1.088e+000     -1.374e+000     
  4   0.000        0.000     0.000e+000     0.000e+000     
  5   1.000        0.000     -8.242e-001     0.000e+000     
  6   2.000        0.000     -1.824e+000     0.000e+000