Sentence examples for specimens change from from inspiring English sources

The reduction in the pore-water pressure after the peak indicates that the specimens change from contractive to dilative behavior during shear, as illustrated by the effective stress paths shown in Fig. 17.

The reduction in the excess pore-water pressure after the peak indicates that the specimens change from contractive to dilative behavior during shear, as illustrated by the effective stress paths shown in Fig. 11.

Moreover, the failure mode of HPFRCC specimens changed from shear mode to flexural mode compared to the failure mode of concretes without required seismic details.

The degradation can be attributed to the deterioration of epoxy properties (Shrestha et al. 2014) as the failure patterns of pull-out specimens changed from thick concrete to thinner concrete layer attached to GFRP when compared to the control series.

With the temperatures raising from room RT to 550 °C, the dislocation images of fine-grained specimen change from nanometer-scale dislocation lines to stacking faults.

This observation was consistent with the visual observations where appearance of the coated specimen changed from colourless metallic to brownish grey on curing from 200 °C to 400 °C temperature.

The temperature sensitivity of specimens changes in the temperature range from 50 °C to 75 °C due to the glass transition of the pCBT matrix.

The responses of the wall specimens were initially dominated by flexural cracking but gradually changed to shear cracking; the damage patterns of the wall specimens gradually changed from diagonal tensile failure to compressive failure, as the number of FTCs increased.

The test results show that the failure modes of the granite and red sandstone specimens are changed from shear to slabbing with the increase of σ2.

With increasing seawater temperature, the bonding performance significantly decreased, and the failure modes of the GFRP bar-bonded specimens gradually changed from pullout failure to bar fracture.

With increasing MgO activity index and reducing water-MgO ratio, the unconfined compressive strength increased, and the failure mode of carbonated specimens approximately changes from elastic-plastic to brittleness as well as their failure strain mainly ranges between 0.5% and 2.3%.