dureiken
New member
- Apr 6, 2007
- 27
Hi,
I just would like to know if you think my modelling is good :
Its my first use of abaqus and I have to study a I-beam, with a load of 80 kilos on the upper face.
I would like to compare with Catia analysis
I did a sketch in a Shell-planar.
I did a solid homogeneous section
I put an encastre on the lower face
I put a 11765 Pa load on the upper face ( 80*10/(200*340) *10^6 )
I submit the job.
Do you think this way is good ?
More than the stress i would like to have the displacement on the side of the face ?
I just would like to know if you think my modelling is good :
Its my first use of abaqus and I have to study a I-beam, with a load of 80 kilos on the upper face.
I would like to compare with Catia analysis
I did a sketch in a Shell-planar.
I did a solid homogeneous section
I put an encastre on the lower face
I put a 11765 Pa load on the upper face ( 80*10/(200*340) *10^6 )
I submit the job.

Do you think this way is good ?
More than the stress i would like to have the displacement on the side of the face ?