Passive Fire Protection of Cold-Formed Steel under In-Fire and Post-Fire Conditions

This study investigates the influence of an intumescent fire-protective coating on the in-fire and post-fire tensile behavior of cold-formed S235 and S355 steels. A total of 246 tensile coupon tests were conducted on 3.0-mm-thick coated and uncoated specimens from 23 °C to 1000 °C using an ISO 834-based heating protocol and natural air cooling. The novelty lies in directly comparing in-fire and post-fire tensile-property retention of protected and unprotected CFS across the same broad temperature range. The coating formed an insulating char above 300 °C and progressively degraded at higher temperatures. Under in-fire conditions, maximum coating contributions reached 65% in yield strength and 124% in ultimate tensile strength at a nominal furnace temperature of 700 °C, and 34% in ultimate elongation at 1000 °C. Post-fire benefits were smaller. Only one water-based intumescent coating was investigated; therefore, the findings are limited to the tested coating system and coupon-scale conditions.

Authors

Institutions

Publication Details

Journal
Canadian Journal of Civil Engineering
Published
2026-10-27
DOI
https://doi.org/10.1139/cjce-2026-0310
Primary Topic
Fire effects on concrete materials
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Passive Fire Protection of Cold-Formed Steel under In-Fire and Post-Fire Conditions

Burak Kaan Çırpıcı, Süleyman Nazif Orhan, Casim Yazıcı, Fatih Mehmet Özkal
4 links
Canadian Journal of Civil Engineering
Fire effects on concrete materials
article

Passive Fire Protection of Cold-Formed Steel under In-Fire and Post-Fire Conditions

Burak Kaan Çırpıcı, Süleyman Nazif Orhan, Casim Yazıcı, Fatih Mehmet Özkal
article en

Abstract

This study investigates the influence of an intumescent fire-protective coating on the in-fire and post-fire tensile behavior of cold-formed S235 and S355 steels. A total of 246 tensile coupon tests were conducted on 3.0-mm-thick coated and uncoated specimens from 23 °C to 1000 °C using an ISO 834-based heating protocol and natural air cooling. The novelty lies in directly comparing in-fire and post-fire tensile-property retention of protected and unprotected CFS across the same broad temperature range. The coating formed an insulating char above 300 °C and progressively degraded at higher temperatures. Under in-fire conditions, maximum coating contributions reached 65% in yield strength and 124% in ultimate tensile strength at a nominal furnace temperature of 700 °C, and 34% in ultimate elongation at 1000 °C. Post-fire benefits were smaller. Only one water-based intumescent coating was investigated; therefore, the findings are limited to the tested coating system and coupon-scale conditions.

Canadian Journal of Civil Engineering
Erzurum Technical University (TR), Ağrı İbrahim Çeçen University (TR), Atatürk University (TR)
Openalex Percentile: Top 19%
Fire effects on concrete materials
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Laika access coming soon