Sentence examples for maximum strength after from inspiring English sources

The maximum strength after annealing at 250 °C is due to the combined effect of the precipitation strengthening of Cu 8Ag interlayer and static strain aging of both S20C and Ti.

The baseline tone of the puborectalis, the maximum strength, and maximum strength after 30 seconds, the tone during straining, the fast and slow twitch and the ability to relax will be measured.

Subjects were instructed to self-adjust the dynamometer, with the elbow at 90° of flexion, forearm, and wrist in 3 neutral positions, and to grip the dynamometer with maximum strength after voice command.

Dispersion strengthening by Al3Ti and Al2O3 was mainly responsible for the maximum strength of A1 after heat treatment, while the Hall Petch contribution was less significant, despite the fine grain size.

Failure behavior of the cross-sections was also examined, noting that all test samples failed after reaching maximum strength of the material and exhibiting no signs of local or global buckling.

After the maximum strength point of the specimen, the specimen exhibits serious damage along the primary shear crack in its eastside and severe concrete collapse occurs on the compressed side of the specimen (Fig. 11c); then, the strength decreases to 737.6 kN (79.35% of the maximum strength).

As the steel ratio increases, the plastic deformation and its energy absorption capacity increase after reaching its maximum strength.

After reaching the maximum strength, the strength drops abruptly due to the formation of plastic hinges at the 5th story columns.

The test results revealed that four key parameters of the complete stress-strain relation are significantly affected due to the corrosion of transverse reinforcement, including the maximum concrete strength and corresponding axial concrete strain, maximum concrete strain at the fracture of the first hoops, and descending branch of the stress-strain curve after exceeding the maximum strength.

Moreover, confinement provided by the FRP wraps is not expected to be fully activated until reaching the maximum strength of the heated unconfined concrete after which continuous pressure is applied on the concrete core up to the failure (rupture) of the FRP wraps.

However, energy absorption of the tube WBKs was comparable to that of hollow trusses because of stable deformation of the tube WBKs after initial yielding or maximum strength.