I will conduct compressive strength test of cement mortar cubes, according to ASTM C109, the loading rate should be in this range (900-1800 N/S), but we have UTM that have displacement-controlled , so any suggestion for displacement rate?
I think most of the displacement controlled UTMs have an option to switch to load control. Check if yours have it.
If not, may be perform some pilot tests to find a relation between displacement rate and Loading rate
Fawwad Masood I'll check that, thank you
Mohammad Bany Salman You're welcome!
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