bojoka4052
Mechanical
I have a model, where you feed it the following variables;
- Thickness of the plate (e.g. 300 mm)
- Relative humidity (e.g. 80%)
- Quality of the concrete (e.g. B30)
- Class of cement
- Whether it dries out on one side or both.
And the age of the concrete at loading (e.g. 28 days). How should changing the amount of days at the age of the concrete at loading change the shrinkage (specifically the ε.cs the total shrinkage strain) we get? And is this at all relevant to SLS?
- Thickness of the plate (e.g. 300 mm)
- Relative humidity (e.g. 80%)
- Quality of the concrete (e.g. B30)
- Class of cement
- Whether it dries out on one side or both.
And the age of the concrete at loading (e.g. 28 days). How should changing the amount of days at the age of the concrete at loading change the shrinkage (specifically the ε.cs the total shrinkage strain) we get? And is this at all relevant to SLS?