Investigation of Buckling Behavior of Composite Shell Structures with Cutouts

Abstract

Thin-walled cylindrical composite shell structures can be applied in space applications, looking for lighter and cheaper launcher transport system. These structures are prone to buckling under axial compression and may exhibit sensitivity to geometrical imperfections. Today the design of such structures is based on NASA guidelines from the 1960's using a conservative lower bound curve generated from a database of experimental results. In this guideline the structural behavior of composite materials may not be appropriately considered since the imperfection sensitivity and the buckling load of shells made of such materials depend on the lay-up design. It is clear that with the evolution of the composite materials and fabrication processes this guideline must be updated and / or new design guidelines investigated. This need becomes even more relevant when cutouts are introduced to the structure, which are commonly necessary to account for access points and to provide clearance and attachment points for hydraulic and electric systems. Therefore, it is necessary to understand how a cutout with different dimensions affects the buckling load of a thin-walled cylindrical shell structure in combination with other initial geometric imperfections. In this context, this paper present some observations regarding the buckling load behavior vs. cutout size and radius over thickness ratio, of laminated composite curved panels and cylindrical shells, that could be applied in further recommendations, to allow identifying when the buckling of the structure is dominated by the presence of the cutout or by other initial imperfections.

Imperfection sensitivity analysis of laminated folded plates

“…These cylinders have been applied as benchmark cases of imperfection sensitivity [27,[44][45][46][47]. The ply properties are E 1 ¼123.6 GPa; E 2 ¼ 8:7 GPa; G¼5.7 GPa; ν 12 ¼ 0:32.…”

Buckling characteristics of cut-out borne composite stiffened hyperbolic paraboloid shell panel

“…Elastic buckling of punctured and non-punctured plate and shells were reported by number of researchers. [20][21][22][23][24][25][26][27][28][29][30] Ovesy et al 31 used finite strip method for analysis of buckling of delaminated composite plates. Buckling behavior of plates and shells for different complex combinations has also been reported.…”

A simple spline finite strip for buckling analysis of composite cylindrical panel with cutout

“…The influence of circular cutout on the buckling load of laminated plate was investigated by Komur and Sonmez (Komur and Sonmez 2008). The effects of cutouts with various shapes (such as circular and elliptical shapes) on the buckling load of composite plates were also evaluated by FEM in the several researches (Arbelo et al 2015, Shuohui et al 2015, Thinh et al 2016, Rajanna et al 2016, Soni et al 2013, Pascan et al 2012.…”