|
|
|
|
|
|
|
Buckling under overall torque of a long cylindrical tube |
|
Buckling and post-buckling of an unstiffened cylindrical shell under pure bending |
|
Elastic-plastic axisymmetric buckling of thick cylindrical shells under destabioloizing combined axial load and pressure |
|
Buckling of restrained pipe under external pressure |
|
Buckling of confined steel cylindrical shell under external pressure |
|
|
|
|
|
|
|
|
|
Schematic representation of uniformly wrinkled liner pipe under bending |
|
Fig. 1. Lined pipe, (a) photo after experimental testing (Focke, 2007) and (b) wrinkled liner pipe (Hilberink, 2011). |
|
Local buckling of an internally pressurized pipe with liner in global bending |
|
Fractured composite thick cylindrical shell after testing to failure under external pressure |
|
Axially compressed cylindrical shell with small "dimple" |
|
|
|
|
|
|
|
|
|
Cylindrical shells with local dimples |
|
Fallstaff's buckled boots |
|
|
Deformation of an axially compressed thick aluminum cylindrical shell |
|
|
|