A ball on the top of a hill is an unstable situation.
Instability in systems is generally characterized by some of the outputs or internal states growing without bounds. Not all systems that are not stable are unstable; systems can also be marginally stable or exhibit limit cycle behavior.
In structural engineering, a structure can become unstable when excessive load is applied. Beyond a certain threshold, structural deflections magnify stresses, which in turn increases deflections. This can take the form of buckling or crippling. The general field of study is called structural stability.
Plasma instabilities can be divided into two general groups (1) hydrodynamic instabilities (2) kinetic instabilities. Plasma instabilities are also categorised into different modes:
Mode
(azimuthal wave number)
Note
Description
Radial modes
Description
m=0
Sausage instability:
displays harmonic variations of beam radius with distance along the beam axis
n=0
Axial hollowing
n=1
Standard sausaging
n=2
Axial bunching
m=1
Sinuous, kink or hose instability:
represents transverse displacements of the beam cross-section without change in the form or in a beam characteristics other than the position of its center of mass
m=2
Filamentation modes:
growth leads towards the breakup of the beam into separate filaments.