How to achieve stress-strain response at low strain-rate (quasi-static uni-axial tensile test )

One option is to develop correlation between properties of interest and strain rates and predict low strain rate response using that correlation.

See ‘Strain rate effects on properties’ section in this paper.

https://link.springer.com/content/pdf/10.1007/s10853-016-0242-8.pdf

Sanjib