jbs0572
Mechanical
- Jun 30, 2015
- 2
Hi! guys.
I have a question about modal analysis
I didn't build a free-free condition but, 1st mode frequency has almost 0.
When I checked a strain energy about its rigid mode, It looked good.
Anyone who knows why this happened, please let me know.
out file came like this
Subcase Mode Frequency Eigenvalue Stiffness Mass
1 1 6.542622E-03 1.689909E-03 1.689909E-03 1.000000E+00
1 2 4.407759E+01 7.670001E+04 7.670001E+04 1.000000E+00
1 3 4.731641E+01 8.838597E+04 8.838597E+04 1.000000E+00
1 4 7.236782E+01 2.067525E+05 2.067525E+05 1.000000E+00
1 5 9.648626E+01 3.675282E+05 3.675282E+05 1.000000E+00
I have a question about modal analysis
I didn't build a free-free condition but, 1st mode frequency has almost 0.
When I checked a strain energy about its rigid mode, It looked good.
Anyone who knows why this happened, please let me know.
out file came like this
Subcase Mode Frequency Eigenvalue Stiffness Mass
1 1 6.542622E-03 1.689909E-03 1.689909E-03 1.000000E+00
1 2 4.407759E+01 7.670001E+04 7.670001E+04 1.000000E+00
1 3 4.731641E+01 8.838597E+04 8.838597E+04 1.000000E+00
1 4 7.236782E+01 2.067525E+05 2.067525E+05 1.000000E+00
1 5 9.648626E+01 3.675282E+05 3.675282E+05 1.000000E+00