Notifications
Clear all

what range of the predefined velocity more suitable to be analyzed in abaqus/standard

7 Posts
2 Users
0 Likes
349 Views
Posts: 20
Topic starter
(@Saeky)
Eminent Member
Joined: 13 years ago

Hi, does anyone know the range of the predefined velocity which is suitable to be analyzed in abaqus/standard?

I would like to analyse an imact analysis using a umat subroutine in abaqus/standard. The umat is to simulate composite materials that exhibit plasticity and material stiffness degradation.

I think abaqus/standar is more suitable to static analysis or quasi-static. while abaqus/explicit is more suitable to do transient analysis and highly nonlinear analysis. So i would like to know at what range of predefined velocity is more suitable to be analysed in abaqus/standard while which range is more suitable to analysed in abaqus/explicit.

Thank you so much.

Best Regards,

Jingfen

Topic Tags
6 Replies
Posts: 3982
(@jorgen)
Member
Joined: 4 years ago

One of the main reasons Abaqus/Standard is not used at high rates of deformation is that it does not include inertial effects (by default).
The velocity range that is suitable for Standard will depend on the magnitude of the inertial forces compared to other forces.

-Jorgen

Topic Tags
6 Replies
Posts: 20
Topic starter
(@Saeky)
Eminent Member
Joined: 13 years ago

Hi, Jorgen,

Thank you so much for your reply. you mentioned that abaqus by default does not include inertial effects. when I use the dynamic implicit procedure, it is always requied to input the density or mass of the parts. arent these used to calculate the inertial effects?

Could you please also suggest me that normally what kind of forces are used to compare with the inertial forces, are they reaction forces and contact forces? And at what percentage is more suitable to used dynamic implicit rather than dymamic explicit.

Thank you so much.

Best regards,
Jingfen

Reply
Posts: 3982
(@jorgen)
Member
Joined: 4 years ago

Yes, if you use dynamic implicit then inertial effects are indeed included.

I very rarely use dynamic implicit, the explicit approach often runs better for fast loading rates (like impact, etc).

I recommend that you try out the different options to see what works best for your application (and then report back here to report your findings ,)

-Jorgen

Reply
Posts: 20
Topic starter
(@Saeky)
Eminent Member
Joined: 13 years ago

Hi, Jorgen,

Thank you so much for your quick reply. I am simulating impact analysis using dynamic implicit currently. Since I know it is more suitable to simulate transient dynamic analysis in abaqus/explicit. So i am performing low velocity impact analysis. currently, the predifined velocity of the impactor is as much as 3 m/sec and 4 m/sec. Because the umat has been developed and it took me a lot of time to make it work in abaqus/standard. The process of coding and compling take a lot of time and trouble, so i dont want to transform it into vumat and do the impact analysis in abaqus/explicit. thats why i am using low velocity impact analysis. but i am not sure is it suitable to simulate these magnitude of impact velocity in dynamic implicit framework. However, I am able to get convergent results using dynamic implicit using umat.

Best Regards,
Jingfen

Reply
Posts: 3982
(@jorgen)
Member
Joined: 4 years ago

If you can get it to work with implicit dynamics, then I see no reason to switch to pure explicit.

-Jorgen

Reply
Posts: 20
Topic starter
(@Saeky)
Eminent Member
Joined: 13 years ago

Yes, I am with you. I think it is only when simulating highly nonlinear problems or transient problems using implicit dynamics is not able get the converged results that we switch to use explicit scheme.
Thank you, Jorgen.

Now I am more clear with this.

Cheers,
Jingfen

Reply
Share: