File:Fse-strength-reduction-at-elevated-temperatures-v3.svg

Fse-strength-reduction-at-elevated-temperatures-v3.svg (SVG file, nominally 900 × 600 pixels, file size: 8 KB)

Summary

Concrete strength curves depend on the testing sequence. Based on Kodur and Harmathy (2002), p. 1-169.

Original illustration for Strength reduction at elevated temperatures, level 3 Advanced.

Source basis: Kodur and Harmathy (2002), p. 1-169.
Alt text: Three timelines distinguish loaded and unloaded hot tests from a test conducted after cooling.
Accuracy notes: Qualitative process diagram only; no temperatures or durations inferred.

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

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	Date/Time	Thumbnail	Dimensions	User	Comment
current	16:42, 2 November 2026		900 × 600 (8 KB)	Emma (talk \| contribs)	Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity

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Short title	Concrete strength curves depend on the testing sequence. Based on Kodur and Harmathy (2002), p. 1-169.
Image title	Three timelines distinguish loaded and unloaded hot tests from a test conducted after cooling. Source basis: Kodur and Harmathy (2002), p. 1-169.
Width	900
Height	600