An improved formulation for the assessment of the capacity load of circular rings and cylindrical shells under external pressure. Part 2. A comparative study with design codes prescriptions, experimental results and numerical simulations

@article{Fraldi2011AnIF,
  title={An improved formulation for the assessment of the capacity load of circular rings and cylindrical shells under external pressure. Part 2. A comparative study with design codes prescriptions, experimental results and numerical simulations},
  author={Massimiliano Fraldi and Richard Freeman and S. Slater and Alastair Chalmers Walker and Federico Guarracino},
  journal={Thin-walled Structures},
  year={2011},
  volume={49},
  pages={1062-1070}
}

An Analytical Approach to the Analysis of Inhomogeneous Pipes under External Pressure

TLDR
An analytical approach is developed that accounts for the effects of geometrical and material data on the collapse pressure of inhomogeneous rings under external hydrostatic pressure and is correlated to numerical and experimental test data, proving their accuracy.

Stability Analysis of Circular Beams with Mixed-Mode Imperfections under Uniform Lateral Pressure

The elastic-plastic collapse of circular beams under uniform lateral pressure with an initial imperfection represented by a combination of different modes and amplitudes and with varying material

BUCKLING OF COMPOSITE PLATES WITH ARBITRARY BOUNDARY CONDITIONS BY A SEMI-ANALYTICAL APPROACH

A semi-analytical approach for the buckling analysis of symmetrically laminated rectangular plates under arbitrary constrains is presented. In the proposed method, the out-of-plane displacement field