aBAQUS REPLY FILE
Hi all
Deos any know how to enter the mass properties from query into the file (abaqus.rpy).
note: I am using abaqus 6.8.1
Thanks
ZIAD
Hi all
Deos any know how to enter the mass properties from query into the file (abaqus.rpy).
note: I am using abaqus 6.8.1
Thanks
ZIAD
I am sure that several of you have followed Mr. Koenemann's posts with some interests. For some it might be entertainment, and for others it might be like watching a car wreck. In any case, several iMechanicians have attempted to convince Falk that his theories do not make sense. We have all failed miserably at that task. I am perhaps a bit slower than most, but it is clear to me that Mr. Koenemann will not be convinced by any physical or mathematical arguments.
Hi every one,
I am in my final stage of my dissertation, which is about slamming analysis of boat hulls with help of CEL - in Abaqus. I am currently working in how to validate the results which I got. Is there any way except experimental method to validate the stress - strain results?
Please help me...
Regards
Kunal Baxi
M.E.- CAD/CAM
hello everyone
i want to model an anisotropic material(hill or barlat) in ABAQUS, in the VUMAT,but I don't know how to set some para such as R0,R45,R90
could you give me a vumat ?
In Féréol et al. (Biophys. J., 2009, 96: 2009-2022),
we propose a coupled theoretical and experimental study in order to understand the
mechanism of cell sensitivity to substrate stiffness. To do so, we first consider
that adhesion sites pass through different stages of development, e.g., Initial
Adhesion (IA), Focal Complex (FC), Focal Adhesions (FA), characterized by the
Hello Everyone!
Hello,
I am using Abaqus for nonlinear FEA of contact between material1 (soft foam like) and material2 (hard plastic type) in vertebrae for my thesis. I have encountered many problems during this exercise, because I have to include the results of various contact conditions in this situation with friction. I am trying to get results for
The major problem is convergence during both analyses.
Hi
I try to do fatigue crack simulation in general FE code (ANSYS) for 3D formulations. I face very hard to get mesh with crack tip elements (for 2D it s quite easy to use KCON options). Any idea how to perform for the 3D crack tip mesh.
regards
Govind.
Hi,
I am using cohesive elements to model the interface around a
circular inclusion. First I used Abaqus/standard I got proper results
but when I used same values with an amplitude curve (tabular, linearly
applied) to apply load quasi-statically in Abaqus/Explicit, I could not get a converged
solution. Field variables are oscillating and elements getting
distorted excessively. In Abaqus/Explicit I am applying load very
slowly but even though same problem persists.
Regards
Gouse
I am doing analysis in ANSYS which requires the contact pair to be defined. I am unable to select an appropriate value of Pinball region, Penetration Tolerance and normal penalty stiffness. Does any body have an idea how to select the good values for better solution? If you have anykind of material related to contact pair kindly email me at hijazi.19 [at] gmail.com (hijazi[dot]19[at]gmail[dot]com)
Thanks