sartorbjk
Mechanical
- Nov 12, 2009
- 55
Hi everyone,
From bachelor years, I have learned that time-step-schemes can be implicit or explicit.
To solve my problem, I have selected DIRECT SOLVER in the STEP options of abaqus (I have a simple problem and a normal simulation takes like 30seconds to finish). I have a total time of 1 sec(let me use units) and I have given several initial, minimum and maximum time steps to see the evolution of the stresses during this 1 sec once the simulation is finished.
Going through the abaqus manual, i am a little bit confused and maybe you can help me to get rid of this confusion.
Now, to solve the Ku=F matrix equation, I am using the direct solver.
1) Does this mean that I am using explicit time-step-schemes?
2) If yes, is the solution procedure like this:
-From the continous integral equations (by discretization) I get a system of equation Ku=F,
for t=t1
Solve it with a method, like Gauss elimination (actually I do not know which method Abaqus is using, could you please tell me which method does Abaqus use?). Once I get the u values (they were the unknowns at t=0). And then, for the next time step, what is changing, K or F? and how do I get the next displacement values for the next time step, t=t2?
I would really appreciate your help. I am really confused.
Best Regards,
Sartor
From bachelor years, I have learned that time-step-schemes can be implicit or explicit.
To solve my problem, I have selected DIRECT SOLVER in the STEP options of abaqus (I have a simple problem and a normal simulation takes like 30seconds to finish). I have a total time of 1 sec(let me use units) and I have given several initial, minimum and maximum time steps to see the evolution of the stresses during this 1 sec once the simulation is finished.
Going through the abaqus manual, i am a little bit confused and maybe you can help me to get rid of this confusion.
Now, to solve the Ku=F matrix equation, I am using the direct solver.
1) Does this mean that I am using explicit time-step-schemes?
2) If yes, is the solution procedure like this:
-From the continous integral equations (by discretization) I get a system of equation Ku=F,
for t=t1
Solve it with a method, like Gauss elimination (actually I do not know which method Abaqus is using, could you please tell me which method does Abaqus use?). Once I get the u values (they were the unknowns at t=0). And then, for the next time step, what is changing, K or F? and how do I get the next displacement values for the next time step, t=t2?
I would really appreciate your help. I am really confused.
Best Regards,
Sartor