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Hi, thank you for your reply. I run the script through the command line, typing something like: 'abaqus cae nogui=Scriptname.py' The full code is: from abaqusConstants import * from odbAccess import * odbPath = 'C:/Users/UB53/Desktop/WORKFOLDER/EP-SENt/HEX/average/H100_S10_M12.odb/'...

Hi all, I am working on a script that creates a field output in an odb containing beam elements. I want to do something really simple, to create an element output with the average of the top and bottom section point strain(average of section point 1 and 5) To extract the 'bottom' data I try the...

I like the idea of the bushing, am I correct in thinking that the compression of both sides of the bushing help distribute the load, and thus reduce the local shearing stress on the plastic?

Hi all, I am designing a small experiment where I have a pinned joint near the edge of a sheet of PMMA. I considered the formula e=F/(2*S*t), where e is the minimum distance from the centre of the hole to the edge of the plate, F the applied load, S the shear strength, and t the thickness of...

I have a simulation where I want to import a deformed field and run with different conditions. This is similar to what we do for Initial Imperfection studies with Eigenvalue bucklings: I run a simulation and take the deformed eigenmodes and use in the next simulation via *Imperfections. The...

Dear all, I have a question on the crack-tip displacement field in Mode 1 loading. This is usually given by an equation of the form: u_ij=K/G * f(r,theta) where u_ij are the displacement components, K the SIF and G the shear modulus. My question is regarding this modulus, does the presence of...

Hi all, I am running some large simulations on a HPC cluster. When submitting I get the following error, before the input file processor finishes: " ***ERROR: UNEXPECTED ALLOCATION REQUEST THAT EXCEEDS 2GB. YOU CAN TRY DECREASING THE MODEL SIZE OR RUN THE JOB WITH MORE DOMAINS."...

Hi everyone, I am collecting results from a very large .ODB (4GB) using a python script, this is taking me a very long time. I wonder if anyone knows if it is possible to run the following code in parallel or have any suggestions to speed it up? As you can see I already have a node set so as to...