The energetic homogenization procedure for the determination of the effecti
ve elasticity tensor of grid structures as proposed in an earlier paper is
extended to the analysis of general hexagonal and quadrilateral grid struct
ures. The method is based on the assumption that for macroscopically equal
deformation the same strain energy has to be stored in a representative vol
ume element whether the given microstructure or the effective homogenized m
edium is considered. The components of the effective elasticity tensor are
determined by partial derivation of the strain energy density with respect
to the macroscopic strain components. The analysis is performed comparative
ly by an analytical approach and by means of the finite element method. Sta
ndard commercial sandwich core geometries are considered as well as highly
non-orthotropic grid structures. The influence of the cell geometry on the
effective properties is discussed in detail. Special interest is directed t
o negative Poisson's ratios as well as to effectively non-orthotropic elast
ic behaviour. (C) 1999 Elsevier Science Ltd. All rights reserved.