Sentence examples for specimens capacity from inspiring English sources

The FRP strain at peak load was observed for the purpose of estimating the specimens' capacity.

Model-predicted load deformation and moment curvature behavior as well as specimen capacity are shown to compare well with measured data from the arch testing, with arch capacity predicted within 4.2% of the average measured failure load.

Compared to control specimens, tensile capacity and deflection of ECC with SAP particles can increase 92% and 77%, respectively.

The method is easy to perform and the transplanted tissue specimens have capacity to expand around the mold without requiring any ex vivo cell culturing.

In addition, more uniform damage growth throughout the specimen volume increased the specimen's capacity to accumulate damage, which led to a lower stiffness at failure, greater energy dissipation per cycle at failure and higher total dissipated energy of specimens subjected to interrupted loading.

The surfaced specimens' load capacities exceeded those of their unsurfaced counterparts by 90% and 261% under the shear-dominant and moment-dominant loads respectively.

All of the strengthened specimens exhibited higher capacities with capacity enhancements ranging from 21.8 to 66.4%, and the crack width reduced by 25.6 82.7% at failure load compared to the control beam.

By adding 0.5% CNTs to LMM specimens, the load capacity improved by 15% (Fig. 10b) whereas the load capacity reduced by 10% with the addition of 1.0 or 1.5% CNTs (Fig. 10c and d).

Of particular interests are the specimens maximum load capacity and the load-deformation behaviour.

In strengthened specimens, shear transfer capacity increased from 3% to 38% compared to plain specimens.

Some tested specimens showed reduced capacity and premature failure due to peeling and debonding of the CFRP from the steel.