Fire Performances of SFRC-Insulated Panels and Slabs for Modular Construction: An Experimental Study

Fire safety is a crucial issue for buildings, especially with the rise of modular construction, which demands materials that combine lightness with mechanical performance and stability. This study investigates a new concept for single-story modular constructions, made up of 3D cells assembled from thermally and acoustically pre-insulated concrete panels. These panels comprising four walls and two slabs forming the module, are stiffened, with thicknesses of only 5 cm for the walls and 7 cm for the slabs. Their constituent material is a self-compacting, high-volume steel-fiber concrete, containing 80 kg/m3 of steel fibers and 0.3 kg/m3 of polypropylene fibers. Experimental tests on a full-scale wall and slab revealed that adding 0.3 kg/m3 of polypropylene fibers effectively prevents concrete from splintering and achieves the necessary 30 min fire resistance. Standardized full-scale fire tests on walls and slabs confirmed that these thin structures meet fire resistance, insulation, and airtightness standards. The high volume of steel fibers provides ductility, maintaining structural integrity despite concrete spalling. The maximum spalling depth observed in some areas ranged 35 to 50 mm, without compromising structural performance. Overall, the modular system satisfies the fire safety requirements for structural stability (no collapse) and performance in single-story modular construction.

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Publication Details

Journal
Fire
Published
2025-11-27
DOI
https://doi.org/10.3390/fire8120458
Primary Topic
Fire effects on concrete materials
Type
article
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article

Fire Performances of SFRC-Insulated Panels and Slabs for Modular Construction: An Experimental Study

D. Damichey, Tan-Trung Bui, A. Bennani, Ali Limam et al.
Fire
Fire effects on concrete materials
article

Fire Performances of SFRC-Insulated Panels and Slabs for Modular Construction: An Experimental Study

D. Damichey, Tan-Trung Bui, A. Bennani, Ali Limam, Sannem Ahmed Salim Landry Sawadogo
article en

Abstract

Fire safety is a crucial issue for buildings, especially with the rise of modular construction, which demands materials that combine lightness with mechanical performance and stability. This study investigates a new concept for single-story modular constructions, made up of 3D cells assembled from thermally and acoustically pre-insulated concrete panels. These panels comprising four walls and two slabs forming the module, are stiffened, with thicknesses of only 5 cm for the walls and 7 cm for the slabs. Their constituent material is a self-compacting, high-volume steel-fiber concrete, containing 80 kg/m3 of steel fibers and 0.3 kg/m3 of polypropylene fibers. Experimental tests on a full-scale wall and slab revealed that adding 0.3 kg/m3 of polypropylene fibers effectively prevents concrete from splintering and achieves the necessary 30 min fire resistance. Standardized full-scale fire tests on walls and slabs confirmed that these thin structures meet fire resistance, insulation, and airtightness standards. The high volume of steel fibers provides ductility, maintaining structural integrity despite concrete spalling. The maximum spalling depth observed in some areas ranged 35 to 50 mm, without compromising structural performance. Overall, the modular system satisfies the fire safety requirements for structural stability (no collapse) and performance in single-story modular construction.

FireVol. 8(12)
Université Claude Bernard Lyon 1 (FR), Centre National de la Recherche Scientifique (FR), HES-SO University of Applied Sciences and Arts Western Switzerland (CH), HES-SO Genève (CH), Matériaux Ingénierie et Science (FR), Cleveland University (US), Institut National des Sciences Appliquées de Lyon (FR)
Openalex Percentile: Top 62%
Fire effects on concrete materials
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