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Above a certain stress known as the [[elastic limit]] or the [[Yield (engineering)|yield strength]] of an elastic material, the relationship between stress and strain becomes nonlinear. Beyond this limit, the [[solid]] may deform irreversibly, exhibiting [[Plasticity (physics)|plasticity]]. A [[stress-strain curve]] is one tool for visualizing this transition.
Above a certain stress known as the [[elastic limit]] or the [[Yield (engineering)|yield strength]] of an elastic material, the relationship between stress and strain becomes nonlinear. Beyond this limit, the [[solid]] may deform irreversibly, exhibiting [[Plasticity (physics)|plasticity]]. A [[stress-strain curve]] is one tool for visualizing this transition.


Furthermore, not only solids exhibit elasticity. Some [[non-Newtonian fluid]]s, such as [[Viscoelasticity|viscoelastic fluids]], will also exhibit elasticity in certain conditions. In response to a small, rapidly applied and removed strain, these fluids may deform and then return to their original shape. Under larger strains, or strains applied for longer periods of time, these fluids may start to flow like a liquid, with some [[viscosity]].about
Furthermore, not only solids exhibit elasticity. Some [[non-Newtonian fluid]]s, such as [[Viscoelasticity|viscoelastic fluids]], will also exhibit elasticity in certain conditions. In response to a small, rapidly applied and removed strain, these fluids may deform and then return to their original shape. Under larger strains, or strains applied for longer periods of time, these fluids may start to flow like a liquid, with some [[viscosity]].


== See also ==
== See also ==

Revision as of 00:10, 27 October 2009

In physics, elasticity is the physical property of a material when it returns to its original shape after the stress (e.g. external forces) under which it deforms is removed. The relative amount of deformation is called the strain.

Modelling elasticity

The elastic regime is characterized by a linear relationship between stress and strain, denoted linear elasticity. The classic example is a metal spring. This idea was first stated[1] by Robert Hooke in 1675 as a Latin anagram "ceiiinossssttuu"[2] whose solution he published in 1678 as "Ut tensio, sic vis" which means "As the extension, so the force."

This linear relationship is called Hooke's law. The classic model of linear elasticity is the perfect spring. Although the general proportionality constant between stress and strain in three dimensions is a 4th order tensor, when considering simple situations of higher symmetry such as a rod in one dimensional loading, the relationship may often be reduced to applications of Hooke's law.

Because most materials are elastic only under relatively small deformations, several assumptions are used to linearize the theory. Most importantly, higher order terms are generally discarded based on the small deformation assumption. In certain special cases, such as when considering a rubbery material, these assumptions may not be permissible. However, in general, elasticity refers to the linearized theory of the continuum stresses and strains.

Transitions to inelasticity

Above a certain stress known as the elastic limit or the yield strength of an elastic material, the relationship between stress and strain becomes nonlinear. Beyond this limit, the solid may deform irreversibly, exhibiting plasticity. A stress-strain curve is one tool for visualizing this transition.

Furthermore, not only solids exhibit elasticity. Some non-Newtonian fluids, such as viscoelastic fluids, will also exhibit elasticity in certain conditions. In response to a small, rapidly applied and removed strain, these fluids may deform and then return to their original shape. Under larger strains, or strains applied for longer periods of time, these fluids may start to flow like a liquid, with some viscosity.

See also

References

  1. ^ Arch Design
  2. ^ cf. his description of the catenary, which appeared in the preceding paragraph.