hi everyone,
please help in how to apply load in the form 10 sin pi x/a sin pi y/b for the static analysis of plate in ansys? here a and b are dimensions of plate and x=a/2, y=b/2. iam a beginner in ansys.
Hi to all of you!
I have problems about dampings.
I have used Msc.MARC to simulate a Hopkinson bar experiment. We usually use a
"numerical damping" in these analysis.
As you know, MARC is a implicit FEM and it takes a lot of time to complete each
simulation.
So, I want to use Ls-Dyna, but I have the problem of damping. In Ls-dyna, we use
the Raylegh damping: there are 2 coefficients that multiply the matrix of
stifness and mass.
Is there any relation between these two kinds of dampings?
I would like to know a suitable way to generate meshs for fractal surfaces and export them to be used in FEM computations.
Thank you for any help.
I'm study about shell and i need some ebooks to read. Coud you here give me some? Thanks a lot.
Job Summary
Mechanical engineer working in the central IC packaging group.
Key Qualifications
I am doing simulation of fiber reinforced composites, for that I have modelled a cubic REV. However , when I am constraining the opposite faces' node displacement sum to be 0 and coupling the nodes in each face in the direction perpendicular to the area, ANSYS is coming out . I have tried this on i7 processor with 8GB RAM system. I am confused if its a RAM problem or a model problem. If there are too many constraints if I apply coupling as well as constraint???
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Dear all,
In micomechanics, homogenization of heterogeneous
materials based on FEM is traditional. Homogenization based on FFT technique has been recently found (in many literatures) to have much more advantages
in term of accuracy, computational cost and resource consumption.
I am wondering why FEMs are still
widely used in education, research, and industries of
generally
computational
mechanics ?
Please could anyone help me to clarify
my question?
Thanks
Hi, guys,
Do some of you know how Periodical Boundary Condition is implemented in equilibrium equation while using FEM:
div{ C:sym[grad(u)] } = 0 ,where the displacement u is periodical.
Is there any (detailed) documentation about this stuff?
Thank you very much!
