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? |