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	<title>File:Fse-spalling-v1.svg - Revision history</title>
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	<updated>2026-11-04T13:14:31Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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		<id>https://fire-safety.academy/w/index.php?title=File:Fse-spalling-v1.svg&amp;diff=2086&amp;oldid=prev</id>
		<title>Lisa: Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity</title>
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		<updated>2026-11-02T16:14:38Z</updated>

		<summary type="html">&lt;p&gt;Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;== Summary ==&lt;br /&gt;
Spalling of the cover concrete exposes the reinforcement to the fire, so that it heats much faster than assumed in design. Based on Kodur and Harmathy (2002), pp. 1-163–1-164, and Fleischmann and Buchanan (2002), p. 4-255.&lt;br /&gt;
&lt;br /&gt;
Original vector illustration for [[Spalling]], level 2 Intermediate.&lt;br /&gt;
&lt;br /&gt;
* Source basis: Kodur and Harmathy (2002), p. 1-163 (definition, loss of stability and integrity) and p. 1-164 (exposed reinforcement heats at a very high rate); Fleischmann and Buchanan (2002), p. 4-255 (cover spalls, design assumes intact concrete)&lt;br /&gt;
* Alt text: Cross-section of a concrete slab heated from below: a piece of cover concrete breaks away and leaves a reinforcing bar exposed to flames.&lt;br /&gt;
&lt;br /&gt;
== Licensing ==&lt;br /&gt;
New drawing by Fire Safety Academy. © Fire Safety Academy.&lt;/div&gt;</summary>
		<author><name>Lisa</name></author>
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