Hi,
I am trying to make a model in Abaqus of concrete column exposure to fire to all sides. I use CDP model for concrete without expansion.
I import modul of elasticity in elastic material and stress-(plastic strain-stress in yield/E module) for 20,100,200,...,1100 degrees Celsius.
First step in...
Hi,
I am trying to make a model in Abaqus of reinforced concrete column 25/25cm with 4 longitudinal rebars with diameter 20mm and sirrups - 8mm/20cm exposure to fire, but I have several problems.
I model concrete with Concrete Damaged Plasticity material and reinforcement with truss elements...