Non-prismatic beams: A simple and effective Timoshenko-like model

Structural analysis of non-prismatic beams: Critical issues, accurate stress recovery, and analytical definition of the Finite Element (FE) stiffness matrix

Non-prismatic Timoshenko-like beam model: Numerical solution via isogeometric collocation

Analytical derivation of a general 2D non-prismatic beam model based on the Hellinger–Reissner principle

The dimensional reduction approach for 2D non-prismatic beam modelling: A solution based on Hellinger–Reissner principle

Stress recovery from one dimensional models for tapered bi-symmetric thin-walled I beams: Deficiencies in modern engineering tools and procedures