Difference between revisions of "Instability"

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For the purpose of soft matter we are mostly concerned with two more specific formulations of instabilities. The first one is originally derived from structural engineering of solid materials. A structure is unstable when a small change in applied load applied leads to a large deflection. This is due to a positive feedback loop. Above a critical stress, the deflection due to the applied stress itself increases the stress. This is a very general mechanism that lies at the heart of many instability phenomenon. For solid structures the instability is very often [[Buckling|buckling]].
 
For the purpose of soft matter we are mostly concerned with two more specific formulations of instabilities. The first one is originally derived from structural engineering of solid materials. A structure is unstable when a small change in applied load applied leads to a large deflection. This is due to a positive feedback loop. Above a critical stress, the deflection due to the applied stress itself increases the stress. This is a very general mechanism that lies at the heart of many instability phenomenon. For solid structures the instability is very often [[Buckling|buckling]].
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The other type of instabilities occurs in fluids and is usually associated with the creation of discontinuities at originally smooth interfaces. The most common governing effects are due to surface tension or viscosity. Examples include the Kelvin–Helmholtz, the Rayleigh–Taylor, or the Plateau-Rayleigh instability

Latest revision as of 07:05, 5 December 2009

In the most general sense instability in any system can be described by the idea that one parameter describing the system grows without bound for a small change in another parameter.

For the purpose of soft matter we are mostly concerned with two more specific formulations of instabilities. The first one is originally derived from structural engineering of solid materials. A structure is unstable when a small change in applied load applied leads to a large deflection. This is due to a positive feedback loop. Above a critical stress, the deflection due to the applied stress itself increases the stress. This is a very general mechanism that lies at the heart of many instability phenomenon. For solid structures the instability is very often buckling.

The other type of instabilities occurs in fluids and is usually associated with the creation of discontinuities at originally smooth interfaces. The most common governing effects are due to surface tension or viscosity. Examples include the Kelvin–Helmholtz, the Rayleigh–Taylor, or the Plateau-Rayleigh instability