Advancing cold-formed steel with thermal barrier coatings: buckling and fire resistance behaviours

Thin-walled cold-formed steel (CFS) members buckle prematurely under fire because their limited wall thickness heats rapidly, yet lightweight fire-protection options beyond bulky gypsum encasement remain largely unexplored. This gap motivated an experimental and numerical investigation of two thermal barrier coatings (TBCs) – a plasma-sprayed yttria-stabilised zirconia (YSZ) coating and an epoxy-based intumescent coating – applied to S355 lipped CFS channels (150 × 50 × 2 mm), with 10 specimens tested per group (uncoated, YSZ, intumescent) under the ISO-834 standard fire curve. Buckling progression was tracked with LVDT and thermocouple instrumentation, post-fire residual strength was measured through ASTM E8 tensile testing, and the observed behaviour was reproduced with nonlinear ABAQUS finite-element models. Both coatings delayed the onset of substrate buckling and improved post-fire load retention relative to uncoated specimens, with the intumescent coating performing marginally better due to its expanding char layer. A numerically modelled functionally graded material (FGM)-TBC configuration is also proposed as a means to further reduce interfacial thermal stress, though it has not yet been experimentally validated. The results suggest that current Eurocode 3 reduction factors may not capture the benefit of coated sections, though this finding should be treated as preliminary pending broader validation.

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Publication Details

Journal
Research in Materials Science
Published
2026-11-02
DOI
https://doi.org/10.1080/30654327.2026.2738688
Primary Topic
Fire effects on concrete materials
Type
article
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article

Advancing cold-formed steel with thermal barrier coatings: buckling and fire resistance behaviours

Soniya Chandrakar, Kundan Kumar Chandrakar
4 links
Research in Materials Science
Fire effects on concrete materials
article

Advancing cold-formed steel with thermal barrier coatings: buckling and fire resistance behaviours

Soniya Chandrakar, Kundan Kumar Chandrakar
article en

Abstract

Thin-walled cold-formed steel (CFS) members buckle prematurely under fire because their limited wall thickness heats rapidly, yet lightweight fire-protection options beyond bulky gypsum encasement remain largely unexplored. This gap motivated an experimental and numerical investigation of two thermal barrier coatings (TBCs) – a plasma-sprayed yttria-stabilised zirconia (YSZ) coating and an epoxy-based intumescent coating – applied to S355 lipped CFS channels (150 × 50 × 2 mm), with 10 specimens tested per group (uncoated, YSZ, intumescent) under the ISO-834 standard fire curve. Buckling progression was tracked with LVDT and thermocouple instrumentation, post-fire residual strength was measured through ASTM E8 tensile testing, and the observed behaviour was reproduced with nonlinear ABAQUS finite-element models. Both coatings delayed the onset of substrate buckling and improved post-fire load retention relative to uncoated specimens, with the intumescent coating performing marginally better due to its expanding char layer. A numerically modelled functionally graded material (FGM)-TBC configuration is also proposed as a means to further reduce interfacial thermal stress, though it has not yet been experimentally validated. The results suggest that current Eurocode 3 reduction factors may not capture the benefit of coated sections, though this finding should be treated as preliminary pending broader validation.

Research in Materials ScienceVol. 2(1)
All India Institute of Medical Sciences (IN), Rajiv Gandhi Institute of Petroleum Technology (IN)
Openalex Percentile: Top 21%
Fire effects on concrete materials
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