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The shear failure is characterized by the formation of the critical shear crack in the shear band when its width reaches a critical value.
The crest-to-crest latitudinal width reaches its peak of 30° when the expansion speed increases from 0° to 1°/h.
At the age of 365 days, diffusion coefficient is found to be 2.7 times higher than the sound concrete when the crack width reaches over 1.0 mm.
To increase the radiation flux collected in the focus the creation of additional zones contributing to the first diffraction order is proposed, which terminate when their width reaches the technological limit of the used procedure.
At the age of 56 days, the N grade sound concrete without crack has the diffusion coefficient of 3.93 × 10−12 m2/s and it increases to 1.03 × 10−11 m2/s and 1.91 × 10−11 m2/s when the crack width reaches to 0.4 mm and 0.7 mm, respectively.
It is, for instance, possible that when increasing the notch width around the test tone frequency, the lateral inhibitory band of the sharp notched-noise edge at a certain notch width reaches neurons which normally inhibit neurons whose CF is near the target tone frequency, consequently allowing more neurons to respond to the test tone.
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At the base of the delta lies the Gulf of Ob, which is some 500 miles (800 km) long and has a width reaching 50 miles (80 km); the gulf's own catchment area (forest tundra and tundra proper) is more than 40,000 square miles (105,000 square km).
This zone changes its width reaching the upper surface of the material.
Initially, beams were tested until the development of cracks with width reached a limiting value of 1 mm.
Compared to reinforced concrete beam, the specimens made with UHTCC formwork own a larger deflection, when their maximum crack width reached 0.45 mm.
Earlier studies indicated that, the chloride diffusion coefficient was significantly increased to 150 160 times when the crack width reached to 0.4 mm under the non-steady state condition.
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