In this paper, a homogenization procedure of a Vierendeel girder with elastic joints is
shown. The method is based on the Stephen transfer matrix analysis and employs (as
a substitute continuum) a polar Timoshenko beam. The polar character of the
equivalent beam arises quite naturally from the analysis of the pure bending
eigenvector components of the girder force transfer matrix. Through the girder unit
cell, two bending moments are transmitted: one is generated by the couple of axial
forces acting on each nodal section of the beam, and the other is produced by the
moments applied at the nodes of every section by the adjacent cells and is
modeled as the resultant of the micropolar moments. Transfer force eigenvector
analysis reveals that the unit cell bends while maintaining undeformed webs, a
property that allows the evaluation of both the bending stiffnesses and the
equivalent material micropolar scale parameter by means of straightforward
equations.
The accuracy of the proposed method is verified by comparing the predictions of
the homogenized model with literature data and with the results of the analysis of a
series of girders carried out by the finite element method.