The Section Stiffness node in the Beam interface allows modeling of beams with non-homogeneous cross sections by, instead of geometrical and material properties, directly entering values for the stiffness matrix
S.
including initial normal force Ni; moments
Mixl,
Miyl, and
Mizl; normal strain
εi; and curvatures
θsixl, θsiyl, and
θsizl. Here,
S is a 4-by-4 symmetric matrix. For a homogeneous prismatic beam with isotropic material properties, it is defined as
with S now being a 2-by-2 symmetric matrix.
with S being a 6-by-6 symmetric matrix. The equation now also includes the initial shear forces
Tiyl and
Tizl as well as the initial shear strains
γiyl and
γizl.
with S now being a 3-by-3 symmetric matrix.