Nice tutorial, thank you. Could you please prepare a similar analysis using material law 59 with failure (CZM) to simulate for example a welded connection under load?
Hi Nagesh, Thank you for your comments. In this example, the impactor is considered to have some mass and it was assigned to the master node of the imapctor rigid body which will equally distribute to all the slave nodes of the rigid body. And in the problem definition there was no mass assigned for the roof component. Hence mass was not added. For future technical queries, please post them at forum.altairhyperworks.com/
![Dynamic Impact Analysis using Hypermesh [Radioss Tutorial]](http://i.ytimg.com/vi/Wqi_oj5sFuA/mqdefault.jpg)
![Dynamic Impact Analysis using Hypermesh [Radioss Tutorial]](/img/tr.png)
![Hypermesh Radioss Tutorial [Dynamic Analysis]](http://i.ytimg.com/vi/-ju3IImj-n0/mqdefault.jpg)
How do you incorporate different energy levels into the impact? Thanks
Nice tutorial, thank you. Could you please prepare a similar analysis using material law 59 with failure (CZM) to simulate for example a welded connection under load?
Madam,
Do you have any journal publications of this?
Why doesn't it stop vibrating after impact.
Where I can find the model files?
I enjoyed lot☺, but I have some doubts, why should we give mass to rigid body,
then y didn't u give mass to r body which is connected to roof
Hi Nagesh,
Thank you for your comments.
In this example, the impactor is considered to have some mass and it was assigned to the master node of the imapctor rigid body which will equally distribute to all the slave nodes of the rigid body. And in the problem definition there was no mass assigned for the roof component. Hence mass was not added.
For future technical queries, please post them at forum.altairhyperworks.com/
thank you Avinash for ur response☺