Computational Mechanics Forum
Large Deformation Viscoelasticity and ANSYS Validation
I am developing a fea code for a glass compression molding process. (involves contact analysis, viscoelastic material, axisymmetric analysis, quadrilateral element, small deformation model). With a small deformation model, I get an exact match with ANSYS, but the volume is not conserved after deformation. I want to conserve volume, and if I enable 'NLGEOM ON' in ANSYS the volume is conserved.
Details About "NLGEOM"Command in ANSYS
I am developing an FEA code for a viscoelastic contact analysis. Right now the formulation is assuming small deformations. After deformation I am getting the volume of the body to be less than the original. I want to preserve the volume. ANSYS gives exact results as my code by carrying a normal contact analysis.
FEM
why not beam make mesh,shell make mesh
Volume calculation from Axisymmetric Model
Hi,
I am working on numerical simulation of compression glass molding process using FEM.
I want to calculate the volume of the glass after the FE analysis (axisymmetric). At the end of the analysis, all I have is the nodal co-ordinates and element connectivity of the deformed glass. Please guide me on calculating the volume using the above information.
Does ANSYS have the capability of giving the volume of an axisymmetric model?
Thanks,S
Shriram
free mesh generator based on imaging data
Dear all,
I am wondering if there exists a mesher that can generate finite
element mesh (2D or 3D) from imaging data? It would be much nicer if
there are somes and free.
Thanks a lot in advance for your help.
Vinh Phu
CFL number
I'm working at a University where we are developing and running interface software for CFD simmulations. There are no CFD specialists in my lab, however, so we get the information we need from a couple of other labs around campus.
Unfortunately, no one seems to know what the CFL number is, or how to use it.
Can I just get a simple explanation of the CFL number and a general range in which it should lie?
Thank you!
choice of characteristic length for interfacial crack in Abaqus
Hi,
Inquiry about load displacement curves in Abaqus
Hi all,
I am a modelling sandwich beams under three point bending in Abaqus Explicit, and my load displacement curves are quite strange. To plot them, I use the vertical displacement and reaction force of the loading indenter given in the field output data. Is it the right way to do it? (I'm quite new in Abaqus)
Thank you very much
Simple ABAQUS beam contact problem (errors)
Hello,
Just started ABAQUS last week. How can I model to beam that contact
each other? They just seem to go through each other, and when I define
interaction contraints as "ridgid" bodies the I get several errors.
Does anyone have a link or a copy of a tutorial I could go through showning exactly how to run a contact element case?
Thanks,
PJ
(sorry if you already saw this in as imechanica, i didnt see how to select the correct section)
Pagination
- Previous page
- Page 39
- Next page