3JC
Mechanical
- Jul 12, 2010
- 98
Dear collages,
If you remember, in other posts I tryed to develop an analysis of T-stub connections, considering shells. I was searching something similar to foundation, but with the consideration of non-linearity, but my search was wrong.
Now, I'm trying to perform the anlalysis considering two shells in contact. Due to the symmetrie, I'm going to consider one of them as a rigid body. I have some questions: 1) Must I consider the thickness of the deformable shell or not, to position in the model? 2) There is some options about the rigid model. How can I define it? 3) I have performed a first model to study if it runs well. But after to know the procedure of work of Abaqus, I want to model the behaviour of bolts as beams (wires). Is there any option to modify the workplan? Or shall I have to create wires and then move and rotate them?
I send you in attach the input file that I have develop, but when I run it I have errors (Too many attempts made for this increment) and warnings (Displacement increment for contact is too big.).
Finally I have one more question: how can I program I new finite element?
Thank you very much: Juan José
If you remember, in other posts I tryed to develop an analysis of T-stub connections, considering shells. I was searching something similar to foundation, but with the consideration of non-linearity, but my search was wrong.
Now, I'm trying to perform the anlalysis considering two shells in contact. Due to the symmetrie, I'm going to consider one of them as a rigid body. I have some questions: 1) Must I consider the thickness of the deformable shell or not, to position in the model? 2) There is some options about the rigid model. How can I define it? 3) I have performed a first model to study if it runs well. But after to know the procedure of work of Abaqus, I want to model the behaviour of bolts as beams (wires). Is there any option to modify the workplan? Or shall I have to create wires and then move and rotate them?
I send you in attach the input file that I have develop, but when I run it I have errors (Too many attempts made for this increment) and warnings (Displacement increment for contact is too big.).
Finally I have one more question: how can I program I new finite element?
Thank you very much: Juan José