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Conclusions are drawn regarding the seismic design of columns with low shear ratios.
Long crystallization times associated with low shear rates allow nodular morphology.
Post-wear testing structural and chemical characterization revealed that silver with low shear strength provided lubrication below 400 °C.
The goal of this study is to experimentally and analytically evaluate the influence of circular openings in reinforced concrete deep beams with low shear span-to-depth ratio.
The present solution provides much more realistic results, especially when the corrugated-core sandwich is made of composite constituents with low shear moduli.
The factor of safety (FS) against liquefaction is determined and it is found that the sites with low shear wave velocity have FS < 1 and these are possible liquefiable zones.
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Previous punching tests on column footings indicate that the failure mechanism for punching of slabs with low shear-span to depth ratios differs from that of slabs with high shear-span to depth ratios.
It was confirmed that the values were overestimated for sites with low shear-wave velocity and underestimated for sites with high shear-wave velocity (Ancheta et al. 2013).
The average values of high-shear rate flow activation energy, E∞, for the blends was found to be slightly lower than for pure L-PP and comparable with low-shear rate flow activation energy of PP like oligomer squalane (C30H62; 2,6,10,15,19,23-hexamethyltetracosane).
The rotating wall vessel (RWV) is one example of such a device that provides an environment with low-shear forces, allowing cells to grow even as 3D aggregates (Schwarz et al., 1992).
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.
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