Re: Gauss point visualization during post processing
Posted: Wed Dec 18, 2024 11:11 pm
Hi,
I am currently using STKO as a post-processor for my model, which involves a pile embedded in soil. For the pile material, I am utilizing SSPbrick elements, while I am employing SSPbrickup elements for the soil material. I am using PDMY02 (PressureDependMultiYield02 Material) soil material for the soil and Elastic isotropic for the pile elements.
I am trying to visualize the stress distribution in my model, particularly in the soil. When I use the surface color map plot, I can see the stress distribution in the soil due to the gravitational load from the pile. .
These are the relevant results options for the surface colour map plot. However, when I switch to the Gauss point plot to select the Gauss points for the relevant chart, I cannot see any Gauss points in the soil elements. The only Gauss points visible are for the stresses in the pile. This is the relevant results options for the Gaussian point plot. I believe this is related to the recorder objects I selected for the MPCO objects.
These are the objects:
recorder mpco "C:/OpenSees3.5.0/bin/%s/%s_recorders1.mpco"
-N "displacement" "velocity" "acceleration" "reactionForce" "reactionForceIncludingInertia" "pressure"
-E "force" "deformation" "localForce" "equivalentPlasticStrain"
-E "material.stress" "material.strain" "material.pressure" "material.cw" "material.equivalentPlasticStrain"
-E "strain" "stress" "tangent"
Do I need a different type of "object" in the object recorders to view the Gauss points of soil since I am using PDMY02 material?
I am currently using STKO as a post-processor for my model, which involves a pile embedded in soil. For the pile material, I am utilizing SSPbrick elements, while I am employing SSPbrickup elements for the soil material. I am using PDMY02 (PressureDependMultiYield02 Material) soil material for the soil and Elastic isotropic for the pile elements.
I am trying to visualize the stress distribution in my model, particularly in the soil. When I use the surface color map plot, I can see the stress distribution in the soil due to the gravitational load from the pile. .
These are the relevant results options for the surface colour map plot. However, when I switch to the Gauss point plot to select the Gauss points for the relevant chart, I cannot see any Gauss points in the soil elements. The only Gauss points visible are for the stresses in the pile. This is the relevant results options for the Gaussian point plot. I believe this is related to the recorder objects I selected for the MPCO objects.
These are the objects:
recorder mpco "C:/OpenSees3.5.0/bin/%s/%s_recorders1.mpco"
-N "displacement" "velocity" "acceleration" "reactionForce" "reactionForceIncludingInertia" "pressure"
-E "force" "deformation" "localForce" "equivalentPlasticStrain"
-E "material.stress" "material.strain" "material.pressure" "material.cw" "material.equivalentPlasticStrain"
-E "strain" "stress" "tangent"
Do I need a different type of "object" in the object recorders to view the Gauss points of soil since I am using PDMY02 material?