In beam FEM problem generally the nodal displacement (v) and slope (θ) are taken as primary unknowns to determine the element shape function. What will be the obstackle/s if, instead of considering the slope, the nutral axis curvature (κ) is considered as primary unknown along with the displacement?
I would like to know which software is people using for meshfree simulation. Is there any more or less "standard" one that people tend to use? I'm interested in knowing about any one for any kind of problem.
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Hi guys,
if any body know how to break elements at some specific points during the analysis, would yo please help me?
Best
Hassan
A postdoc position is available immediately in the School of Mechanical Engineering at Gerogia Tech. Interested persons with atomistic/molecular level simulation of metal/polymer interfaces are invited to contact Jianmin Qu at jq [at] gatech.edu (jq[at]gatech[dot]edu)
I am in urgent need to present structural analysis for construction permits on this simple, small house I designed.
Can anyone present some step-by-step produre to do the analysis of a simple room with these 3D Panels? This way I can proceed to do the entire house.
Or is there any software that can help us in this?
Please e-mail replies to odlanierzenitram at yahoo dot com
Odlanier
San Antonio,
Venezuela
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