thanks for your answer!
I dont have the same result.
I only have the same result when changing the youngs modulus at part temperature/thermal condition (20 °C).
I modified structural steel by adding a lower modulus for 120 °C:
My project looks like this:
For the material with the constant youngs modulus and the temperature dependent youngs modulus it is the same result:
As said before: When I change the youngs modulus at 20 °C, there is a change. The youngs modulus at 120 °C does not influence the results.Am I doing a mistake or what is the reason?
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