Hi,
sorry for the delayed response, hope you have already overcome your problems.
Specific heat I used in the enclosed model was for 2% moisture content in concrete (with a peak at 115C). Only because of constant step between temperatures I did not catch peak value of 1653 J/kgK for 115C in the...
Hi everyone,
I am trying to model a composite column which is subjected to fire according to standard-fire curve and validate the obtained results against the test that had been carried out previously. I have, unfortunately run into some problems.
I am using a concrete damaged plasticity model...
