Finite element analysis is conducted to investigate the effect of coupling
between the stiff facesheets and the flexible core on the stability of sand
wich plates. The facesheets and the core are treated separately as three-di
mensional solids. Initially, linear buckling analysis was carried out to de
termine the buckling loads for a wide range of the facesheet stiffness and
core stiffness. Numerical results indicate that, for sandwich plates with a
soft core such as PVC foam, the model that smears the facesheets and core
overestimates the initial buckling load, demonstrating the importance of tr
eating the facesheets and the core separately. Subsequently, postbuckling a
nalysis was carried out. Numerical results show that, for sandwich plates w
ith a soft core, the postbuckling behavior is unstable in that static equil
ibrium cannot be maintained once the buckling initiates.
To examine buckling and postbuckling behavior of sandwich plates with soft
cores such as PVC foam, the finite element method is used for numerical ana
lysis. In the present work, the facesheets and the core are modeled separat
ely as three-dimensional solids. For this, three or four elements are used
through the plate thickness with a single element for the each facesheets a
nd one or two elements for the core. The linear buckling analysis is conduc
ted to determine the initial buckling load. Subsequently, a geometrically n
onlinear analysis with branch switching and the are-length method is used t
o examine the postbuckling behavior (Huang 1994; Kouhia 1981; Riks 1972). C
ore plasticity is not included and only global buckling is considered.