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.
|Date ||1st October 2015|
|Organisation||Ramsay Maunder Associates|
|Order Ref||BM_Oct_15_7 Download|
|Member Price|| £0.00 | $0.01 | €0.01 |
|Non-member Price || £5.00 | $6.22 | €5.54 |
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