Nonlinear joint flexibility element for the modeling of jacket-type offshore platforms

A new nonlinear two-dimensional tubular joint element is developed in this study on the basis of flexibility equations and the interaction between the axial force and the in-plane bending moment in the joint. Empirical equations are used to define the joint yielding in the axial direction and the in-plane rotation. An elastic–perfectly plastic yield function is adopted to include the combined effects of axial loads and bending moments on the yielding of the joint. The element formulation is straightforward, and it can readily be implemented in nonlinear finite element programs. Verification studies are carried out for the element to prove its suitability for the modeling of tubular joints of offshore jacket structures. It is concluded that the nonlinear joint model that has been developed produces accurate results, verified against experimental data as well as against sophisticated multi-axial finite element joint models.