Good day,
i am currently investigating the effect of temperature of a roof concrete slab exposed from one side to the outer environement (top face).
a thermal gradient will be developed of around 20 degrees. Since temperature will depend from the restraint in the slab and then, from the concrete post cracking which will dissipate thermal forces.
how can the post craking be evaluated in sap to evaluate accurately temperature effect ? Is assigning the temperature a non linear load cade will do the job ?
Thank u for the help
i am currently investigating the effect of temperature of a roof concrete slab exposed from one side to the outer environement (top face).
a thermal gradient will be developed of around 20 degrees. Since temperature will depend from the restraint in the slab and then, from the concrete post cracking which will dissipate thermal forces.
how can the post craking be evaluated in sap to evaluate accurately temperature effect ? Is assigning the temperature a non linear load cade will do the job ?
Thank u for the help