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The ChRM directions of the other specimens were forced to be computed through the origin.
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The shear stress was induced by dynamic packing injection molding, by which a specimen is forced to move repeatedly in the model by two pistons that move reversibly with the same frequency during cooling.
Tritium homogeneously distributed in the specimen bar was forced to migrate by an applied temperature gradient.
Sheet specimens with 0.35 mm thickness are mounted on a carrier specimen, they are pre-stressed and are forced to vibrate jointly.
In 8 other specimens, the triangular fibrocartilage complex (TFCC) was forced into rupture by axially loading the forearm with the wrist in dorsiflexion.
The bimetallic specimens were subjected to force controlled fully reversed cyclic loading.
After the specimens were positioned, external forces were applied at a constant loading rate of 20 N per second.
After the specimens were mounted, pullout force was applied at a constant crosshead rate of 5 mm/min [ 30].
At maximum load, the specimens were kept at constant force for roughly two minutes before unloading.
The seismic behavior of the composite walls was examined through a series of experiments in which five slender rectangular wall specimens were subjected to axial forces and lateral cyclic loading.
Six column specimens were prepared with the axial force ratio and the amount of EAF oxidizing slag aggregates as the variables.
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