Dear FEAP users,
There are two commonly encountered measures of stress in the formulation and post-processing of finite element problems. Namely, the Cauchy stress (true stress) and the 2nd Piola-Kirchoff (PK). Energetically these are conjugated by the Almansi and the Green strains, respectively.
FEAP, reports in its output file the Cauchy stress along with the Almansi strains. In version 8.5, Green strains also appear in the output file, as a result of the STREss command.
During the formulation of the stiffness matrix in a total lagrangian framework, the PK stresses are utilized along with the Green strains. I am somewhat confused about which stress and stiffness measure is used during the TANG and FORM procedures. It seems that the PK stress and its stiffness counterpart are used, but where is this converted into a Cauchy stress during the output phase??
I am working on converting the pfiber element into a contractile one, and I clearly need to understand what should be used for the active stress and stiffness components.