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Fire Strength Performance of High Strength Concrete Structural Members
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Introduction What is "Spalling"? Mechanisms of Spalling
Why Spalling is a problem in HSC & not in Normal Strength Concrete (NSC) Factors affecting fire performance & ways to improve fire performance of High Strength Concrete Structural members
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Article based on contribution by: Mr Saransh Kataria & Mr Satyajeet Harne , Civil engineering Students, S.G.S.I.T.S, Indore

What is "Spalling"?

Spalling can be described as the breaking of layers or pieces of concrete from the surface of a structural element when it is exposed to the high and rapidly rising temperatures experienced in fires.

Spalling is an umbrella term, covering different damage phenomena that may occur to a concrete structure during fire. These phenomena include:
  • Violent Spalling,
  • Progressive Gradual Spalling,
  • Corner Spalling
  • Explosive Spalling,
  • Post-Cooling Spalling
concrete spalling concrete spalling
concrete spalling concrete spalling
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References:
1. "Fire Performance of High-Strength Concrete Structural Members" by V.K.R.Kodur
2.  "The effect of fire-Concrete Spalling"  from http://www.promat-tunnel.com
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