Hi
I am modelling a steel tube filled with concrete under cyclic loading. For concrete, I am using the Concrete damage plasticity model with damage parameters. and for steel, I am using the Kinematic hardening (KH) model. But with the KH model, I am getting weird results, which I cannot figure...
I am trying to define a general contact interaction at a specific location in my model. To do that I was creating partition at the desired location but I am not able to select the surface after creating a partition. Can I do that?? or I have to create 2 part? creating two parts and then...
I am studying composite column (steel tube filled with concrete). so when I apply load on this column, the column will buckle locally and deformed globally. steel will debond from concrete and a small gap will be created.
Now I want to model one interface between these two materials (gap...
I have installed the Abaqus 2019 version and linked it with Visual Studio 2015 and Intel Parallel studio 2015 version to run the subroutine. After linking when I ran the verification it failed for ABAQUS make utility with FORTRAN and Abaqus make utility with C++. I have attached the verify.log...
I want to change my material model in-between step in a 5-step analysis. In the first 4 steps, I want to use Concrete damage plasticity model and in the last 5 step I want to use Concrete Drucker Prager model.
Is it possible to do without using subroutine USDFLD file. Since I am not familiar...
