Based on the zeroth-order approximation of a two-scale asymptotic expansion
, equivalent elastic shear coefficients of periodic structures can be evalu
ated via the solution of a local function tau (kl)(ij)(y), and the homogeni
zation process reduces to solving the local function tau (kl)(ij)(y) by inv
oking local periodic boundary conditions. Then, effective transverse shear
stiffness properties can be analytically predicted by reducing a local prob
lem of a given unit cell into a 2D problem. In this paper, an analytical ap
proach with a two-scale asymptotic homogenization technique is developed fo
r evaluation of effective transverse shear stiffness of thin-walled honeyco
mb core structures with general configurations, and the governing 3D partia
l differential equations are solved with the assumptions of free warping co
nstraints and constant variables through the core wall thickness. The expli
cit formulas for the effective transverse shear stiffness are presented for
a general configuration of honeycomb core. A detailed study is given for t
hree typical honeycomb cores consisting of sinusoidal, tubular, and hexagon
al configurations, and their solutions are validated with existing equation
s and numerical analyses. The developed approach with certain modifications
can be extended to other sandwich structures, and a summary of explicit so
lutions for the transverse shear stiffness of common honeycomb core configu
rations is provided. The lower bound solution provided in this study is a r
eliable approximation for engineering design and can be efficiently used fo
r quick evaluation and optimization of general core configurations. The upp
er bound formula, based on the assumption of uniform shear deformation, is
also given for comparison. Further, it is expected that with appropriate co
nstruction in the displacement field, the more accurate transverse stiffnes
s can be analytically attained by taking into account the effect due to the
face-sheet constraints.