NAFEMS Benchmark Challenge 2 - The Solution

As an experienced engineer you realise that under increasing load the plate will eventually reach first yield after which the stress will redistribute until the final collapse load is reached. You will appreciate that the steel will have some work hardening capability and that if transverse displacements are considered then some membrane action will occur.

Document Details

ReferenceBM_Oct_15_7
AuthorRamsey. A
LanguageEnglish
AudienceStudent
TypeMagazine Article
Date 1st October 2015
OrganisationRamsay Maunder Associates
RegionTechnical

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