The expression you're using is valid only for small deformation. For Large deformation,
curvature = w"/(1+y'2)3/2
Now depending upon your element type used in the analysis, and whether non linear geometry was accounted for or not, you can calculate curvature by many ways:
if small deformation: utilize moment equation, M = EI w"
if small deformation: differentiate rotation
if small deformation: double differentiate displacement (you'll need to take care of shear deformation if shear flexible beam)
if large deformation, again things wont cahnge much except change in moment equation or using the right derivatives.
if not beam element, then create a cut section in mesh, and calculate curvature/rotation from displacements of cut section nodes
To create cut, check out abaqus cae user's manual.
To calculate rotation/curvature, remember that these are calculated at the beam centerline. Therefore, if you've displacements at all nodes at a section, you can easily calculate rotation as u=-r * theta (small deformation regime)
ah Ok thank you so much ^^ . Just I have other question if my model constitutes of two layers and I want to calculate or to define by Finite Elements the stress existing in the underlayer between the two layers. Do you have any ideas how I can calculate?