-
-
June 16, 2020 at 5:44 am
Shounak123
SubscriberIn static, we can apply the time-based analysis and in dynamic as well as we can apply time-based load in Ansys so what is the main difference between this all. can the modal get changed in each of this? or not.
-
June 16, 2020 at 1:52 pm
Wenlong
Ansys EmployeeHi Shounak123,
In Dynamic analysis, such as transient structural or explicit dynamics, we consider the equation of motion: [M]*{a}+[C]{v}+[K]{u}={F}, {a} is the acceleration, [m] is the mass matrix, [C] is the damping matrix, {v} is the velocity vector, [K] is the stiffness matrix, {u} is displacement, so there is a dynamic term [m]{a} and [c]{v}.
In Static Structural analysis, we are only solving the [K]{u} = {F}. The time shown in Static analysis is pseudo-time, which means it is not real. It is only used to help describe how the force or displacement is applied, or some time-dependent material properties such as creep.
Regards,
Wenlong
-
July 1, 2020 at 11:01 am
Shounak123
SubscriberOk sir thank you for giving the answer
-
- The topic ‘About the difference between static, transiant and dynamic analysis’ is closed to new replies.
-
3772
-
1358
-
1173
-
1090
-
1014
© 2025 Copyright ANSYS, Inc. All rights reserved.