research
wave propogation in with non local deformation
I have a one dimensional bar with a triangular pulse given at one end for 2 microseconds. The boundary conditions are free-free.I am having two cases. One in which the deformation is local (Hooke's law) and other in which the deformation is dependent on a kernel of radius r (say 5* element length).I find that the wave speed is higher when the deformation is non-local as compared to local deformation case. Is this correct? Is there a way to verify the solution?
Beam to beam elements connectivity
Hello All,
Currently, I am trying to model a layered beam one on top of other. I started with 3 layers with leaving a small gap (0.01 mm) in between. I am interested in connecting the nodes of top layer (one line representing a beam) to the adjacent beam having same number of nodes through beam elements. To be more clear, merging nodes with same element type connectivity (beam to beam).
ANSYS LINEAR EULER BUCKLING ..simple verification needed
1) anaylitical model:
Vertical Cylindrical beam under axial compression load
Height: 26.5mm, Radius: 1.25mm, E: 200000, Load factor k: 2,
Pcritical: 1,347N, Displacement: 0.0364mm
2) Beam188 model worked fine with results similar to
analytical one. (txt file attached)
3) Solid186 mold under predicts by a factor of 4 (txt file
attached)
why does the solid 186 element give different results?
Thanks
H Jishi
Dynamic neck formation can "ignore" a deep grove in a tensile specimen.....
In this movie taken at 1 Mfps using our new Kirana camera (courtesy Y. Rotbaum), one can see a dynamic tension test of a grroved specimen in a tensile Hopkinson bar. The groove is relatively sharp and 10% of the diameter in depth.
It so happens that the dynamic neck inception occurs outside the notch area, in other words a strong geometrical flaw does not dictate the failure locus. We have performed over a hundred of such experiments. This is a very interesting and challenging observation....
How to define a surface through UEL?
Hello everyone,
I want to simulate contact problem by using UEL.I define the surface in the inp file.But abaqus don not
recognize it. How can I solve this problem?
PS. Sorry for my English.I hope it is clever enough to understand the problem.
Regards.
J.H. Zhai
How to define JOULE HEAT FRACTION in ABAQUS as a function of temperature? Thank you!
How to define JOULE HEAT FRACTION in ABAQUS as a function of temperature? Thank you!
User-defined subroutine in ABAQUS
Hello,
Is there some one who obtained the files of this article 'Toward realization of computaitonal homogenization in practice'. Can you share them? Thank you.
Or is there some one who has the experience on the multiscale homogenization of inelasticity in abaqus.?'
What are the regular iteration steps of cohesive model based FEM for crack problems
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