This report documents the stress-strain behavior of a collection of
structural steels recovered from the collapse of the World Trade
Center. These steels, combined with literature data form the basis
of a model for the stress-strain behavior of structural steels in
general. The model accounts for the lost of strength, the decrease
in work hardening and the increase in the strain-rate sensitivity
with increasing temperature. For general structural steels, it
takes the measured yield strength as its only input parameter. The
new model predicts the stress-strain behavior of the steels
slightly better than the existing Eurocode 3 stress-strain model.
General
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