I am modeling a composite slab subjected to fire (ISO 834-1). I have two models, a heat transfer model in ABAQUS / standard and a mechanical model in ABAQUS / Explicit due to convergences issues in concrete damage plasticity.

In my heat transfer model, I apply heat for 6000 seconds according to my experimental data.

In my mechanical model I firstly apply a pressure load in the first step, and in the second step I import the nodal temperatures as a function of time as a predefined field. The problem is the computational costs in this second step that greatly increase my analysis time.

I would like to know how can I accelerate the development of temperatures in my mechanical model?

Thanks in advance.

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