ACP: Orthotropic material shell

  • Last Post 20 December 2018
tsaiwu posted this 20 December 2018

I want to simulate a composite plate with shell elements. If I add a new composite material in the engineering data with orthotropic elasticity I have to add all material properties for solid elements (E_x, E_y, E_z, etc.). But I have only the 2d material properties E_x, E_y, nu_xy, G_xy which should be enough to calculate shell elements. How can I handle this situation is it ok to set for example E_z to 1 (zero isn't allowed).


SandeepMedikonda posted this 20 December 2018

Hi, Just use what you have for E_y for E_z as well. It really shouldn't matter actually especially if you are using plane-stress elements but I only recommend this since there might also be an inbuilt stability criterion.

Also, check out the inbuilt Tutorial_1 which you get with the installation:

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