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

Reference

BM_Oct_15_7

Authors

Ramsay. A

Language

English

Type

Magazine Article

Date

2015-10-01

Organisations

Ramsay Maunder Associates

Region

Global

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