The calculation stops as soon as you fall short of a certain value of the normal force difference.
The axial force difference in the iterations represents the break-off criterion.įor member elements, the stiffness-modifying axial force decisive for the second-order analysis is assumed to be constant along the entire member. Normally, you also have to calculate with γ-fold actions. The additional bending moment ΔM results from the axial force N and the elastic lever e el.įor structural systems subjected to pressure, there is an overlinear relation between loading and internal forces. Thus, the calculation according to the second-order analysis by Timoshenko only has an effect if axial forces are considerably higher than shear forces. If axial forces are available in the system, they lead to an increase in bending moments.
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