Winkler-Pasternak Parameters C1 a C2
The Winkler - Pasternak model for the solution of an elastic layer introduces the balance equation in the vertical direction as:
constants characterizing the Winkler - Pasternak model
displacement in the vertical direction
vertical load acting on a layer
The elastic subsoil is introduced into the program using local stiffness matrices which are added to the stiffness matrices of individual elements resting on the subsoil. The contact stress σ is provided as an output.