| 根据自带cq2.psa 文件采用仿glif计算,若用工程制输出结果为                              TOTAL MAX STRESS TABLE                                                                        [kgf/cm**2]    No  CASE    START       END   IJ     i     f/k       STRESS-C     STRESS-A     1    1             5             6    0   3.568  1.000        5.817       11.522  -ok-2    1     10150     10160    0   4.583  1.000        2.352       11.522  -ok-
 1    3     10310     10320    3   6.346  1.000       21.824       30.223  -ok-
 2    3     10210     10220    6   6.111  1.000       26.019       30.223  -ok-
 若采用法定制输出结果为                              TOTAL MAX STRESS TABLE                                                                              [MPa]    No  CASE    START       END   IJ     i     f/k       STRESS-C     STRESS-A     1    1             5             6    0   3.568  1.000       57.043      113.000  -ok-2    1     10150     10160    0   4.583  1.000       23.065      113.000  -ok-
 1    3     10310     10320    3   6.346  1.000      214.028      296.400  -ok-
 2    3     10210     10220    6   6.111  1.000      255.171      296.400  -ok-
 1 [kgf/cm**2]=0.098MPa  5.817 [kgf/cm**2]=0.057MPa  两个结果不符 差了100倍 不知道哪个是正确的? |