I am doing the simulation of simple shear of a square using quadrilateral element type for the mesh. The material properties being Neo-Hookean.
The abaqus error message and warnings are like follows:
'RELAX STIFFNESS IS NOT A VALID CHOICE FOR THE HOURGLASS PARAMETER ON THE *SECTION CONTROLS...
I am currently working on a simple continuum model to demonstrate my students the pure shear analysis on an FEA solver.
Only ABAQUS is available to me. So I am using it for the demonstration.
I am using non-linear strains for the analysis and applying shear loads on a 2D square so that it...
Hox can a frame have a single element to represent its overall stiffness?
I found that in a book. From what I remember, a single-storey or double or multi-storey have a matrix of stiffness.
Only a structural member can have one element to represent its stiffnees?
When I ran a job "job W+G-action-20x", I got this error:
Error in job W+G-action-20x:
THE ELSET, EXTERIOR OR TRACER SET PARAMETER IS REQUIRED ON THE *ELEMENT OUTPUT OPTION FOR THIS OUTPUT DATABASE HISTORY REQUEST
WARNING message:
Output request irm1 is not available for this type of...
For unit consistency I use SI units, for the data below:
Density = 2,680 kg/m3
E = 70.7 GPa v = 0.33
Plastic strain = 0.2 Yield stress = 240 MPa,
In ABAQUS, I input these:
Density = 2,680
E = 70.7 x 10^9 v = 0.33
Plastic strain = 0.2 for yield stress = 240 x 10^6
For the loadings (all...
I want to cut a triangular section thru a part at an angle to the face (not perpendicular)
Can you tell how can I do that please?
Here is the line through which I wannna make the cut:
Here is my trial:
1)I drew an axis at the start of the cut, on the face of the part.
2)I make a plane along the...
