I am currently working with recycled aggregate concrete and using finite element simulations to predict its behavior under different conditions. I have faced several challenges in accurately modeling the properties of this material, especially considering its heterogeneous nature and the variability of recycled aggregates.
I would like to know what specific challenges others have encountered while modeling recycled aggregate concrete in finite element analysis and what methods or techniques have proven effective in addressing these issues. Any insights into improving the accuracy and reliability of these models would be greatly appreciated.