solid 65 in wb, problema con mesh

[piersilvio]

hello to all, I am struggling with a modelling of a simple element to use as a test and on which I have to conduct an analysis until festive; it is a simple shelf loaded with bending in tip. I press that the material is the cls, ie elastic up to a certain point with breaking domain to the drucker prager. through the command branch I defined as an element of which the mesh is constituted solid65. after the analysis phase the result is that the nodes of solid65 bricks seem to be more rigid than the central material. place an image of stress to better clarify the problem. I hope someone can suggest a solution to this condition. greetings and good work to all

 

[stefano.garbin]

Strange... try to do one thing, in the view of the results on the top left select "result: 1.0 true scale", i.e. put the display of the deformed in scale 1:1.
the trend of colors seems to indicate that tensions are regular.

 

[piersilvio]

the trend of tensions seems to be regular as that of deformations. the posted image is already in true scale. Yet the only command branch inserted under the geometry branch is:
et, matid, solid65, and then no other command branch. I don't know where to bang my head. .

 

[stefano.garbin]

probably it's just a visualization problem. In the past, it happened to me a couple of times.
I think the numerical results are ok, but I suggest you call the Italian support (enginsoft) and submit them the problem.

 

[piersilvio]

Thank you! I also believe it is a visulalization problem probably due to solid 65 that is rarely used in wb.
greetings