The existence of any shear strain has not been accounted for.

However, the shear strain is constant across the thickness of the plate.

Failure here is defined by the aforementioned shear strain criteria.

The symbol ε31 refers specifically to the shear strain component included in the e31 term.

Euler-Bernoulli beam theory does not account for the effects of transverse shear strain.

Illustration of tensile and shear strains plus rotation in x z plane.

The engineering shear strain is defined as () the change in angle between lines and .

Typically, either a tensile, compressive, bulk compression, or shear strain is applied.

In physics, the amount of displacement is referred to as shear strain, which has units of length.

Due to interlocking, particulate material may expand or contract in volume as it is subject to shear strains.

The process of shearing a material may induce a volumetric strain along with the shear strain.

High rate shear strain of three-dimensional neural cell cultures: a new in vitro traumatic brain injury model.

This shows that when a Maxwell element is held at a fixed shear strain, the shearing stress will relax exponentially with time.

A stiff sole working laterally helps prevent or decrease crash injuries caused by crushing and shear strain.

It is possible to model different modes of mechanical loading (tension, compression, shear strain, etc.) by setting up additional conditions at the boundaries.

The shear strain, and hence the shear stress, across the thickness of the plate is not neglected in this theory.

Shear strain is distinguished from volumetric strain, the change in a material's volume in response to stress.

As shown in the right hand figure, the shear strain as used in engineering is twice that used by physicists.

If the grains are densely packed, the grains tend to spread apart from each other as they are subject to shear strain.

A typical reference strain for the approximate occurrence of zero effective stress is 5% double amplitude shear strain.

Thus shear strains are significantly less than a true state of soil liquefaction whereby a loose soil exhibits flow type phenomena.

It is designed to spread the impact load and shear strains to prevent and reduce harm levels of injury and disablement.

Since there are no shear strain components in this coordinate system, the principal strains represent the maximum and minimum stretches of an elemental volume.

Mylonites are ductilely deformed rocks formed by the accumulation of large shear strain, in ductile fault zones.

A dilatant (also termed shear thickening) material is one in which viscosity increases with the rate of shear strain.