stress distribution

Monitoring of the stress distribution within the rock is possible.

However, these will always give rise to stress distributions that are independent of species number.

For this model, the interest is in the stress distribution around the vertical slot.

For materials that do not show photoelastic behavior, it is still possible to study the stress distribution.

It describes the stress distribution on a long bar in torsion.

It is found that the interference between the two foundations has a significant influence on the contact stress distribution.

Stress distribution in the face, and peak stresses, were calculated for each animal.

However, the stress distribution will ultimately be dominated by the term that does depend on the species number.

Particular attention is given to the influence of the interface layer on the stress distribution within the inclusion.

More eyes means better weight and stress distribution throughout the parabolic arc.

Patterns of stress distribution along the face are comparable within each group of animals.

Different natural modes get excited and each greatly affects the stress distribution in material.

The design offers high strength, improved stress distribution, and excellent biocompatibility.

Photoelasticity is an experimental method to determine the stress distribution in a material.

The answer is in homogeneous stress distribution between a surface and the adhesive element.

Through this practice he discovered photoelasticity, which is a means of determining the stress distribution within physical structures.

Then the stress distribution in the beam is .

The stress distribution in the equilibrium state consists of two parts:

Nylon tow harness for better pull & stress distribution.

The stress distribution in a beam can be predicted quite accurately when some simplifying assumptions are used.

The stress distribution can be obtained from known theoretical or numerical (Finite element method) analysis.

In the absence of interference, the contact stress distribution beneath a single foundation exhibits a symmetrical shape.

It is demonstrated that this property significantly influences the deflection and stress distribution in a simple beam problem.

Key words: stress distribution, elasticity, design graph, rectangular footing, consolidation.

A sample application is then shown for the elastoplastic analysis of the stress distribution around a cylindrical opening.