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Coulomb failure stress.
change in Coulomb failure stress.
The authentic biaxial failure stress was obtained utilizing numerical software.
This modeling is validated thanks to failure stress measurements.
The failure stress of concrete in tension, f t, represents the onset of micro-cracking.
The dynamic Coulomb failure stress changes seem to correlate with the amplitude of triggered NVT.
It is assumed that the fibers remain elastic up to the failure stress.
Furthermore, the results were analyzed and an optimal combination of impact indicators for Coulomb failure stress was determined according to the minimum Coulomb failure stress.
A modification of the effective net area and failure stress definitions is proposed.
Both the failure stress and failure strain increase with the strain rate.
We found that with both temperature and neck's length increment, the failure stress decreases.
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