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An effective thickness proposal for strength evaluation of one-side pitted steel plates under uniaxial compression
2012
Latin American Journal of Solids and Structures
Preserved Fulltext
This paper presents the results of an investigation into the post-buckling behaviour and ultimate strength of imperfect pitted steel plates used in ship and other marine-related structures. A series of elastic-plastic large deflection finite element analyses is performed on pitted steel plates. The effects of pitting corrosion on one side of the plates are introduced into the finite element models. The effects on plate compressive strength as a result of parametric variation of the pitting
doi:10.1590/s1679-78252012000400004
fatcat:renisujmgzbo5jexkgka3qnd3e