shahriyar69
Student
- Aug 9, 2021
- 1
Hello dear
I have an Abaqus model, which is an i-shaped steel beam model.
It should be modeled in 3D and shell.
A simple double-headed beam with a fixed joint support and a roller on the other side.
I did a uniform linear load of 1 ton per meter. The length of the beam is 4 meters.
Elastic modulus = 200,000 Newtons per millimeter. Poisson's coefficient 0.3.
With mesh of 20 mm. S4R.
I had a hard time with the support conditions. And I am new to this field I am amateur. (Abaqus).
The support conditions of my model are not applied correctly. The dimensions of the girder are thickness of the web = 10 mm and the thickness of the is 15 mm. The height of the die is 500 mm and the width of the flange on each side is 150 mm, which is 300 mm in total.
How do I do the upload correctly? That I can import 1 tonne per millimeter per newton per millimeter linearly? Should I use pressure? Or line loaded? Since the loading is broadly linear. Or check?
Can any of my present friends modify my model to deliver the correct output to me?
Can I upload the model here to view? Is Abaqus version 6.14.2 for me?
I will also upload the photo of the question. I need your help if possible.
Thank you in advance for your kindness and help?
Thanks a lot
