Sectional analysis on UHPC beams

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Petr Konvalinka

It is not possible, only if you have special measurement cross the crack in the bottom part of the specimen. In that case you still do not have right tensile force or stress.

Wee Teo

Thank Petr, I done mid-span vertical deflection measurement on all 3-points bending tests. I know what you are saying. I need to determine the CMOD.

I wonder can I use the approach suggested in AFGC/SETRA and JSCE codes?