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Composite column in fire with concrete damaged plasticity
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...- szymeksqc
- Post #3
- Forum: DASSAULT: ABAQUS FEA Solver
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Composite column in fire with concrete damaged plasticity
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...- szymeksqc
- Thread
- Replies: 2
- Forum: DASSAULT: ABAQUS FEA Solver
