In this second of the two-part series of articles on the assessment of the loading capacity of circular rings and cylindrical shells under external pressure, a comparative study of the analytical formulation of Part 1 with design codes prescriptions, FEM analyses and experimental results is presented.

An improved formulation for the assessment of the capacity load of circular rings and cylindrical shells under external pressure. Part2. A comparative study with design codes prescriptions, experimental results and numerical simulations / Fraldi, Massimiliano; Freeman, R; Slater, S; Walker, A. C.; Guarracino, Federico. - In: THIN-WALLED STRUCTURES. - ISSN 0263-8231. - 49:9(2011), pp. 1062-1070. [10.1016/j.tws.2011.03.013]

An improved formulation for the assessment of the capacity load of circular rings and cylindrical shells under external pressure. Part2. A comparative study with design codes prescriptions, experimental results and numerical simulations

FRALDI, MASSIMILIANO;GUARRACINO, FEDERICO
2011

Abstract

In this second of the two-part series of articles on the assessment of the loading capacity of circular rings and cylindrical shells under external pressure, a comparative study of the analytical formulation of Part 1 with design codes prescriptions, FEM analyses and experimental results is presented.
2011
An improved formulation for the assessment of the capacity load of circular rings and cylindrical shells under external pressure. Part2. A comparative study with design codes prescriptions, experimental results and numerical simulations / Fraldi, Massimiliano; Freeman, R; Slater, S; Walker, A. C.; Guarracino, Federico. - In: THIN-WALLED STRUCTURES. - ISSN 0263-8231. - 49:9(2011), pp. 1062-1070. [10.1016/j.tws.2011.03.013]
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/420057
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