software
software of interest to mechanicians
hashin damage
hi.
Im modeling a composite with hashin damage.
but I dont know what to insert to the hashin damage
requirements .for example I dont know what to insert to the
fiber tensile strength or fiber compressive strength and so on. please help me
Mitral valve
I want to design a simple geometry of the mitral valve. But I do not know how to design. Can you help me?
LAMMPSFE---graphic postprocessing for LAMMPS
Just found a new sotware called LAMMPSFE, which has graphic interface and can generate lammps input script.
Applying constant strain as loading condition in Abaqus
Hello All:
I am running a simple thermal tension coupon test with two steps.
Step 1: Apply a 10 lbs load on the coupon at certain temp.
Step 2: Keep the strain constant and reduce temp ( the material would
try to contract but I must keep the strain constant by increasing load)
Is there a way for me to do step 2 in abaqus and have it predict the load or stress required to maintain constant strain?
I would appreciate your comments? Thanks
Adina Vibrations
Hi,
I´m analizing the modes of a structure but I don´t know how to plot the different modes (I only see the first one). I´m using Adina 8.7.3.
Thank you very much!
Enquiry about modelling a cylinder filled with water in ABAQUS / CFD
Dear All
My name is Paula , I am new user in CFD coupled with ABAQUS. I would like to know and understand how can I simulate cell wall filled with of water. If the tank sloshing example good way to start with cfd/ABAQUS? .
The problem
is that the cytoplasm ( high % is water) has an internal pressure. I
would like to make the simulation with outside presure ( hydrostatic pressure)
and find which is the outside pressure to brake the cell
wall and the cytoplasm gets free.
Beam-Shell contact in Abaqus
Hello everybody.
I am doing my diploma project and I have to model an off-shore oil-rig in Abaqus. It's a metallic truss-type system. I've defined all of the elements composing the structure as wire elements and the decks as solids. Does anybody know how to define the contact between the decks and the supporting beams? The decks are supposed to be bolted to the beams.
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