Good Study
Good Study
(OP)
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 ?





RE: Good Study
RE: Good Study
what about mesh info . Anyway your problem modelling seems sratightforward and I do not see anything special that you should pay attention to.
By the way how could you past the picture onto the forum message box
RE: Good Study
for a picture just :
RE: Good Study
corus
RE: Good Study
Make sure the meshes features and material model are identical
RE: Good Study
I don't think Catia is a good way to perform a FE study
for example you can see the strange result :
how can I check my meshing is good or totally wrong ?