Here, refers to the local shear stress at the wall.

With the increase in shear stress at the wall, a lot of energy is used to move cells.

There are several ways to solve for the bed shear stress.

This relationship can be exploited to measure the wall shear stress.

It is induced by a shear stress in the material.

But first, however we need to define shear stress/strain relationships.

This wall shear stress is proportional to the pressure drop.

For example, playing cards using shearing stress when they are shuffled.

Neither gas nor liquid provide significant resistance to shear stress.

Above the supports, the beam is exposed to shear stress.

The estimated critical shear stress of the samples was 6–20 Pa.

However, a critical shear stress criterion is used to control the original deposition process.

Further, the rupture will occur in an area of greatest shear stress.

Where is the shear stress given at the boundary.

Slip lines are curves on which the shear stress is a maximum.

This does cause frictional shear stresses in the contact area.

In both cases, the purpose is to distribute two forces - air pressure and shear stress - evenly.

Road contact normal and shear stresses under tyres with low inflation pressure.

A critical resolved shear stress is required to initiate a slip.

Thus they are the lines which join the points with equal maximum shear stress magnitude.

The shear stress at a point within a shaft is:

Constant shear stress can be applied by shaking or mixing.

The ratio of the shearing force to the area A is called the shear stress.

Beyond this point the flow rate increases steadily with increasing shear stress.

Cementation increased the horizontal shear stress at failure by 35–40%.