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Hi community,
I want to create a vector that contains only the normal stress SIXX in a simple model. But it should be composed of SIXX from a 3D area and a DKT area (shell top side) of the model. Can someone please help me how to describe this.
Regards,
Hansbau52
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hello,
I think your question is not very clear. In a '3D'-modeled part SIXX is not a "normal stress", but the component in the global X-direction. In a 'DKT'-modeled part SIXX, SIYY, SIXY are the only 3 components of inplane-stress (be it on top or bottom side), there is no stress in the normal direction of a plate element. May be you can explain better . .
Johannes_ACKVA
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Hello Dr. Ackva,
sorry, of course I described that quite badly. Regardless of the type of model (3D/shell), I have normal stresses in the cross-section of a clamped beam, which result quite generally from bending and tension/compression (normal in the sense of orthogonal to the section surface). In my simple model, the x-direction is the longitudinal axis of the beam and only bending normal stresses occur.
In the meantime I have learned a little.
In the attachment you will find a result picture. On the left the solid geometry and on the right the shell. The shell stresses are shown on the top side and on the bottom side. I have shifted the geometries accordingly by half the thickness. But I am not yet satisfied with this, because I want a uniform scale without a jump at the transition. I thought I might have to create a new result vector for this, which contains e.g. only SIXX ???
Best regards,
Hansbau52
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