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Therefore, this type of polymer solution dissolved with high salinity of brine has a strong ability to resist shearing.
The connection shear strength can be calculated by summing the contribution of each connection element (including the steel web, as well as inner and external concrete elements), in which the reinforced concrete and steel beam web are the main parts of the connection that resist shearing forces.
Furthermore noncollapsible soils were able to resist shearing due to their greater cohesive force, and the internal friction angle did not differ considerably from that of the collapsed soils.
It must resist shearing and have great cohesion.
The tissue can resist shearing forces due to the strong adherence between the calcaneus and ADM, strong adherence between the two ADMs, and strong adherence between ADM and the skin graft.
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Asphalt mixtures with a coarser gradation typically provide greater rutting resistance due to a better structural network to resist shear, but they may present other issues, such as higher permeability.
In this way, the layer does not resist shear but resists compression.
This suggests that the system is working as expected, and that astrocytes are also able to resist shear stress.
Due to the accordion effect, corrugated steel webs are only able to resist shear force.
The glued concrete covers worked well with the existing concrete to resist shear load.
Several Compression Field Theories have been developed for the design of structural concrete members to resist shear.
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