awolfgang
Civil/Environmental
- Jul 15, 2012
- 6
Hello,
I want to introduce autogenous shrinkage data into a finite element model to determine stresses.
I have experimental data for the shrinkage as a function of time. But I cannot feed this information directly into the finite element model because shrinkage is actually a function of temperature or degree of hydration, which can change in the finite element domain depending on initial and boundary conditions of temperature.
I understand that one could convert shrinkage as a function of time to shrinkage as a function of so called maturity, which in turn is a function of temperature and time. Could any of the concrete modellers explain to me how I can do this conversion.
Thanks a lot for your help.
Wolfgang
I want to introduce autogenous shrinkage data into a finite element model to determine stresses.
I have experimental data for the shrinkage as a function of time. But I cannot feed this information directly into the finite element model because shrinkage is actually a function of temperature or degree of hydration, which can change in the finite element domain depending on initial and boundary conditions of temperature.
I understand that one could convert shrinkage as a function of time to shrinkage as a function of so called maturity, which in turn is a function of temperature and time. Could any of the concrete modellers explain to me how I can do this conversion.
Thanks a lot for your help.
Wolfgang