Sentence examples for specimens designed with from inspiring English sources

It is found that the specimens designed with bent reinforcing bars exhibit satisfactory performance, and possess a higher level of hogging moment resistance compared to those with straight reinforcing bars.

The pre-Northridge (PN) type connection specimen designed with a low degree of composite action (15% fully composite) exhibited a significant upward shift of the neutral axis under a positive (sagging) moment, thus experiencing larger strains in the bottom flange, and showed a poor seismic performance because of the bottom flange fracture at 3% story drift.

High strain rate experiments were performed using a Split Hopkinson Bar setup, with specimens designed to achieve the desired loading mode, while isothermal experiments were performed with the help of a fluid cell to keep a constant temperature.

The equivalent shear regions on the right and left-hand sides of the beam specimens are designed with one stirrup spacing (300 mm) except for two specimens, 6W70 and 6H70, with) two stirrup spacings of 200 and 300 mm.

The specimens are designed with a cylindrical part in the highly stressed centre.

The wall specimens were designed with characteristic wall detailing obtained from data of five damaged buildings.

The wall specimens were designed with the same thickness but various lengths and amounts of torsional reinforcement.

The specimens are designed with different highly stressed volume and stress gradient by scaling the geometry, but with the same stresses at the corresponding scaled points.

One of the test specimens is designed with a pair of transverse stiffener at mid-span while the other is without any stiffener to resist the load.

Therefore special box specimens were designed with a representative radial stiffness similar to that of large diameter connections, with both full size grout thickness and geometry of the shear keys.

The specimens are designed with a low shear span-to-length ratio (SLR) and detailed with a characteristic 2% vertical and longitudinal reinforcement to represent a wall sub-structure above the transfer structure of tall buildings.