I'm running a job and tried to utilize multiple processors. The job I ran was a smaller one compared to others I have but the number of processors use, from 1-4, didn't seem to change the total time it took to run through 20 increments. They both took around 28 minutes.
I have a larger...
I am running a model of a slab, fixed on one end and i displace it on the
other end vertically. In the analysis, when the deflection is about 2
inches out of 20 inches I input, the model starts to rebound and rebounds
until the deflection is 1.5 inches in the other direction. Does anyone know...
I want to create a plot in Abaqus/CAE and I want to plot Force vs Displacement of the model I just ran. Whenever I try to set up a plot it plots both variables as the Y-variable and the x-variable as arc length. How do I change it?
I'm using the concrete damage plasticity model and when my beam should begin cracking (stress equals modulus of rupture) then the model stops running. Any clues on how to get it to keep running through that point, I added rebar and it as the same problem.
I'm running a model of a concrete beam in contact with a cap beam and road deck. When displacing one end of the beam (the other 2 pieces not included in the analysis) the model runs and I get an error "Time increment required is less than the minimum specified" When I run the model with all...
I'm using Concrete Damage Plasticity model and am trying to figure out how to define the tension effects properly. Right now, the stress goes to my defined ultimate tensile stress (400 psi) and then all strains after that will keep the stress at 400. What am I missing to have the stress go...
I'm trying to model two blocks sitting on top of each other (learning before I use it on the real model) and want to establish an interaction so when one block displaces into the other, it makes contact it makes the second displace and form stresses. But when I try to move the first block away...
