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Aims

 

To analyze the structural shapes provided by WP1-2, under imposed loading and given boundary conditions, in order to guarantee these shapes are feasible and any section has to support strains-stresses beyond the limits of the material selected in WP3.   Ideally the magnitude of strain-stress at each section of the deformed structure should allow the structure to return to its initial shape or take a new one (plastic sections should be avoided

 

 

 

 

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