TGA helps is identifying various phases present in the concrete, like portlandite, calcite, C-A-H, C-A-S-H etc. Most often CH content is measured to check the hydration reaction i.e. if CH content has reduced that means it has been used up in the hydration reaction. These various phases break down at different temperatures to release chemically bound water in case of hydration products and CO2 in case of calcite. This release of chemically bound water and CO2 helps in identifying the various phases present. But to start the experiment, make sure that your sample is free from physically bound water, that is present in pores as it hasn't reacted to form any hydration product. There are various ways to remove physically bound water and to stop further hydration. You can quantify the proportions of the various phases present in your hardened cement paste with the help of derivative curves. Attached is a list of some common phases present in cement paste along with the references, they will be quite handy for phase identification. Also attached are few important research papers where TGA has been used.
TGA is mainly employed to investigate the composition of a material and its evolution with temperature. In the case of concrete it can provide a quick way to assess the repartition of the different phases in your sample (which is typically a powder of some grams extracted from your concrete specimen). Plese read this very brief and very instructive introduction:
TGA helps is identifying various phases present in the concrete, like portlandite, calcite, C-A-H, C-A-S-H etc. Most often CH content is measured to check the hydration reaction i.e. if CH content has reduced that means it has been used up in the hydration reaction. These various phases break down at different temperatures to release chemically bound water in case of hydration products and CO2 in case of calcite. This release of chemically bound water and CO2 helps in identifying the various phases present. But to start the experiment, make sure that your sample is free from physically bound water, that is present in pores as it hasn't reacted to form any hydration product. There are various ways to remove physically bound water and to stop further hydration. You can quantify the proportions of the various phases present in your hardened cement paste with the help of derivative curves. Attached is a list of some common phases present in cement paste along with the references, they will be quite handy for phase identification. Also attached are few important research papers where TGA has been used.