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Issues with normal and cohesive surface contact definition for model with Johnson-Cook material model in Abaqus

Submitted by Monica Dhinde on
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I am modelling a 3D solid model of simply supported sandwich plate with foam core, the core is modelled as Johnson-Cook material model with damage definitions, so the element deletion can be acheived. I tried using tie constraints between the core and face sheets, but due to the deletion of elements in the core at the interface, the face sheet is penetrating into the core beyond the supports. I tried using nodal surfaces and surface interactions, which avoids this issue but after defining the cohesive propeties for the interaction, the analysis is shutting abruply. 

Issues with normal and cohesive surface contact definition for model with Johnson-Cook material model in Abaqus

Submitted by Monica Dhinde on

I am modelling a 3D solid model of simply supported sandwich plate with foam core, the core is modelled as Johnson-Cook material model with damage definitions, so the element deletion can be acheived. I tried using tie constraints between the core and face sheets, but due to the deletion of elements in the core at the interface, the face sheet is penetrating into the core beyond the supports. I tried using nodal surfaces and surface interactions, which avoids this issue but after defining the cohesive propeties for the interaction, the analysis is shutting abruply. 

Issues with normal and cohesive surface contact definition for model with Johnson-Cook material model in Abaqus

Submitted by Monica Dhinde on

I am modelling a 3D solid model of simply supported sandwich plate with foam core, the core is modelled as Johnson-Cook material model with damage definitions, so the element deletion can be acheived. I tried using tie constraints between the core and face sheets, but due to the deletion of elements in the core at the interface, the face sheet is penetrating into the core beyond the supports. I tried using nodal surfaces and surface interactions, which avoids this issue but after defining the cohesive propeties for the interaction, the analysis is shutting abruply. 

Linear perturbation analysis in ABAQUS with surface to surface contact

Submitted by Surendran M on
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Hi, I tried a Linear perturbation analysis in ABAQUS with surface-to-surface contact. The parts that are defined as contacting surfaces are 0.2mm apart. They are also given a normal behavior with a pressure overclosure option using "hard" contact. However, in some modes where it is expected to be in contact, there is interpenetration. The problem is that it depends on the scale of deformation too. So my question is how to make this generalised, i.e., include no contact in case of tensile mode behaviour and include high stiffness in case of mode involving compressive type behaviour?

implementing carbonfiber properties in 2D

Submitted by Sarah A. Eassa on

Hi all

I was wondering about implementing carbonfiber properties (engineering constants) in 2D in abaqus.
This error keeps popping up "The third axis should be in the hoop direction".

I am adjusting material orientation so that the primary axis X sould be out of the paper. But in 2D the Z axis must be out of the paper.

Is there any solution to that?

Thanks

How to evaluate natural coordinates from global coordinates?

Submitted by lianweidong on

For 3D isoparametric elements, we could easily find evaluate x(r,s,t), y(r,s,t) and z(r,s,t) from (r,s,t). Given a global point (x,y,z), how could we find/derive the corresponding nature coordinate (r,s,t)? Is there any equation? Even for linear element, the coordinate transformation is not linear. 

This is a practical FEM implementation issue, if a user wants to query a displacement at a given global point, how can we do that? If we know the (r, s, t), then we could easily find the U(r, s, t) = ΣNi(r, s, t)Ui 

ABAQUS - Viscous Pressure - Beam elements

Submitted by Francesca Danielli on

Hi!

I am trying to apply a viscous pressure (VP) load to beam elements (B31) but I obtained thie error message: "INVALID LOAD TYPE ON ELEMENT * INSTANCE *. LOAD TYPE VP IS NOT VALID FOR ELEMENT TYPE B31"

Do you have any suggestion?

Thank you!

Executing Abaqus from Scilab

Submitted by ebarbero on
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I have managed to adjust a material property to get the best fit to the experimental response using fminsearch in MATLAB, but I lost access to free MATLAB so I have to use something else. I like Scilab, it works for everything I did with MATLAB except this. 

  

Scilab throughs and 'invalid handle' error when executing:

  dos('abaqus cae -nogui response.py','-echo');

at the line inside response.py:

  Job.submit(consistencyChecking=OFF)