Overall buckling and wrinkling of debonded sandwich beams under compressive loads were analyzed by both finite element and experimental methods. In the finite element method. a quarter and a half models of the specimens were analyzed. It shows that a quarter model is not adequate to analyze buckling of debonded sandwich beams. https://www.jmannino.com/quick-save-Arcade-Smokey-Bear-Belt-p10222-great-pick/