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RISExperimental and numerical studies on buckling and post-buckling behavior of cylindrical panels subjected to compressive axial load
The effects of the length, sector angle, and different boundary conditions on the buckling load and
post buckling behavior of cylindrical panels have been investigated using experimental and
numerical methods. ...
Numerical and experimental investigation on ultimate strength of cracked cylindrical shells subjected to combined loading
In this paper, experimental and numerical buck-ling analysis of steel cylindrical shells of various lengths and diameters with crack have been studied using the finite element method and the effect of crack position, crack ...
Experimental study on ultimate strength of CK20 steel cylindrical panels subjected to compressive axial load
In this paper, the effects of the length, sector angle and boundary conditions on the buckling load and postbuckling behaviour of cylindrical panels have been studied, experimentally. The compressive axial load has
been ...
An experimental study on buckling and post-buckling behaviour of cylindrical panels with clamped and simply supported ends
The effects of the length, sector angle and boundary conditions on the buckling load and post-buckling behaviour of
cylindrical panels have been studied experimentally by applying a compressive axial load on the ...
Numerical Analysis and Experimental Study of Buckling Behavior of Steel Cylindrical Panels
The effects of the length, sector angle and different boundary conditions on the buckling load and post buckling behavior of cylindrical panels
have been investigated using experimental and numerical methods. The ...