Passive fire protection is designed to insulate steel, timber or concrete structures. The technique ensures that the substrate temperature does not reach the level that causes the steel to buckle and collapse, or the concrete to spall.

Steel loses its structural integrity between 550ºC and 620ºC when fully loaded. ‘Standard’ testing methods are based upon exposing protected steel sections to furnace temperatures that reach 837ºC in 30 minutes,
940ºC in 60 minutes, 1001ºC in
90 minutes and 1044ºC in 120 minutes.

If a fully loaded beam or column is exposed to these temperatures, failure is deemed to occur when the steel had deflected to its maximum before collapse, or when all, or part of the coating falls off.

Obviously, if the coating comes away, the protected steel section is exposed to the furnace temperature and rapidly reaches the failure range of 550ºC to 620ºC. For this reason, the
loaded beam or column tests are also known as the ‘stickability’ tests.

In addition to its ability to prevent the structural steel from reaching the temperature at which it will collapse, a passive fire protection product itself must not signifi-cantly contribute to the quantity of combustible material in a building.

This is a Building Regulation requirement and is tested by the fire testing laboratories.

Passive fire protection products are therefore tested for the extent of their inherent fire resisting properties, that
includes:

a)  combustibility

b)  rate of surface spread
     of flame.

c)  contribution to fire
     propagation.

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