The buckling behavior of laminated composite plates subjected to biaxial lo
ading conditions was examined using theoretical, numerical and experimental
approaches. For experimental work, a special plate specimen was developed.
Deflection characteristics using different boundary conditions of the post
buckled plates were also experimentally investigated to obtain admissible a
nalytical deflection functions and boundary conditions for the theoretical
and numerical analyses. Non-linear finite element analysis (N-FEA) was carr
ied out for the two types of boundary conditions, i.e., uniform pressure an
d uniform end-shortening, to approximate the actual boundary conditions of
the plate in experiments. Comparing experimental results with the two N-FEA
results for the two different boundary conditions, it was found that resul
ts using N-FEA with the uniform pressure loading condition agreed better wi
th experimental results. Effects of flexural stiffness ratio, zeta, induced
from the stacking sequence variation, were investigated through non-linear
finite element analyses. It was found that zeta has an effect on the criti
cal buckling load for high values of zeta. It also has an effect on the pos
tbuckling behavior.