File:Fse-steel-in-fire-v2.svg: Difference between revisions

Latest revision as of 15:56, 2 November 2026

Steel products respond differently to elevated temperature. Based on Fleischmann and Buchanan (2002), p. 4-241.

Diagram for the article Steel in fire (Fire Safety Academy wiki, level 1 Basic).

Source basis: Fleischmann and Buchanan (2002), p. 4-241, Figure 4-10.1, redraw, do not copy
Alt text: Schematic strength curves for hot-rolled, prestressing and alloy steel that fall at different temperatures and cross.

New drawing by Fire Safety Academy. © Fire Safety Academy.

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current	15:56, 2 November 2026	900 × 600 (6 KB)	Sanne (talk \| contribs)	Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity
	08:59, 2 November 2026	900 × 600 (6 KB)	Sanne (talk \| contribs)	Add modest Fire Safety Academy logo-icon watermark
	08:05, 2 November 2026	900 × 600 (3 KB)	Sanne (talk \| contribs)	Upload fse-steel-in-fire-v2.svg: diagram for Steel in fire (level-1 visual plan V2)

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Short title	Schematic strength curves for hot-rolled, prestressing and alloy steel that fall at different temperatures and cross.
Image title	Schematic redraw of the curve shapes in Fleischmann and Buchanan (2002), Figure 4-10.1, without numerical values. Hot-rolled steel (yield strength, solid) loses some strength early, levels off and then falls steeply at high temperature. High-strength alloy steel bars (tensile strength, dashed) keep full strength longer, then fall and cross the hot-rolled curve. Cold-drawn prestressing steel (tensile strength, dotted) starts falling at a lower temperature and ends lowest.
Width	900
Height	600

Revision as of 08:59, 2 November 2026 view source Sanne (talk \| contribs) Bots 337 edits Sanne uploaded a new version of File:Fse-steel-in-fire-v2.svg ← Older edit		Latest revision as of 15:56, 2 November 2026 view source Sanne (talk \| contribs) Bots 337 edits Sanne uploaded a new version of File:Fse-steel-in-fire-v2.svg
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