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Modeling of Cold-Formed Thin-Walled Steel Profile with the MBOR Fire Protection
The article presents the results of the wide-scale fire tests of light thin-walled steel structures (LTWS) for a fire protection efficiency of a structural fire-protection. Cross sections of steel constructions are composite. They consist of cold-formed galvanized C-shaped profiles lined with the basalt roll MBOR material. Then there is a numerical investigation by the finite element method in the Elcut PC. As a result, temperature-time curves of steel constructions are obtained under the mode of a standard fire both in experimental tests and in numerical studies. The results show good convergence of the finite element method to the experimental data. The influence of a facing layer thickness of the basalt roll MBOR material on the fire resistance to the fire influence on LTWS is estimated. Some groups of a fire protection efficiency of a structural fire protection are determined. It was found that the fire resistance of LTWS increased from 45 to 75 min due to the facing with rolled fire-resistant mineral wool materials.
Modeling of Cold-Formed Thin-Walled Steel Profile with the MBOR Fire Protection
The article presents the results of the wide-scale fire tests of light thin-walled steel structures (LTWS) for a fire protection efficiency of a structural fire-protection. Cross sections of steel constructions are composite. They consist of cold-formed galvanized C-shaped profiles lined with the basalt roll MBOR material. Then there is a numerical investigation by the finite element method in the Elcut PC. As a result, temperature-time curves of steel constructions are obtained under the mode of a standard fire both in experimental tests and in numerical studies. The results show good convergence of the finite element method to the experimental data. The influence of a facing layer thickness of the basalt roll MBOR material on the fire resistance to the fire influence on LTWS is estimated. Some groups of a fire protection efficiency of a structural fire protection are determined. It was found that the fire resistance of LTWS increased from 45 to 75 min due to the facing with rolled fire-resistant mineral wool materials.
Modeling of Cold-Formed Thin-Walled Steel Profile with the MBOR Fire Protection
Advs in Intelligent Syst., Computing
Murgul, Vera (editor) / Pukhkal, Viktor (editor) / Gravit, Marina (author) / Lavrinenko, Marina (author) / Lazarev, Yurij (author) / Rozov, Artem (author) / Pavlenko, Anna (author)
Energy Management of Municipal Transportation Facilities and Transport ; 2019 ; Voronezh, Russia
2020-08-18
16 pages
Article/Chapter (Book)
Electronic Resource
English
Cold-Formed Thin-Walled steel profile , CFS , Light Thin-Walled steel structures , LTWS , Thin-Walled sections , Fire resistance limit , Fire-Resistant efficiency , Fire resistance of steel structures , Galvanized profile , Fire test Engineering , Computational Intelligence , Energy Policy, Economics and Management
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