journal article·2024-06-05Open access

Fire Resistance of Ultra-High-Strength Steel Columns Using Different Heating Rates

Paulo A. G. Piloto, Arthur Silva Pereira, Artur Caron Mottin

Applied Sciences· Volume 14· Issue 11

Abstract

Ultra-High-Strength Steel (UHSS) offers several advantages over normal carbon steel, promoting exceptional strength, reducing self-weight, improving fire resistance, enhancing durability, and reducing material consumption. These advantages result in cost savings and sustainable engineering construction. The 3D numerical model is based on Geometrical and Materially Nonlinear Imperfection Analysis (GMNIA) and determines the fire resistance of different cross-section columns. The model is validated with experimental tests, with a maximum relative error of 11%. A parametric analysis is presented, based on 252 simulations, assuming three heating rates, two different cross-sections, two different thicknesses, three lengths, and seven load levels. The fire resistance depends on the heating rate, but the critical temperature is almost equal and independent of the heating rate, if one assumes implicit creep in the constitutive material model. The fire resistance decreases with the load level, as expected. The thickness effect of the hollow section is almost negligible in the fire resistance of UHSS columns. The fire resistance decreases more in higher load levels for slender columns. Columns with Circular Hollow Sections (CHSs) generally show higher fire resistance than hybrid columns in longer columns, but the hybrid columns are subject to much higher loads. New design formulas are presented for the critical temperature of UHSS columns, depending on the load level and slenderness of two different cross-sections.
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Research context

OpenAlex topics: Fire effects on concrete materials · Structural Load-Bearing Analysis · Structural Behavior of Reinforced Concrete

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

GICoS, Instituto Politécnico de Bragança, Campus Santa Apolónia, 5300-253 Bragança, Portugal

Centro Federal de Educação Tecnológica de Minas Gerais—CEFET-MG, Av. Amazonas, 5.253, Nova Suiça, Belo Horizonte 30110, MG, Brazil

References (20)

Show source-provided references
1. (2021). Design of Steel Structures—Part 1-1: General Rules and Rules for Buildings. Standard No. CEN fprEN 1993-1-1:2022.
2. Application of high strength and ultra-high strength steel tubes in long hybrid compressive members: Experimental and numerical investigation10.1016/j.tws.2016.02.002 ↗
3. Innovative hollow columns comprising corrugated plates and ultra high-strength steel tubes10.1016/j.tws.2015.12.020 ↗
4. Pin-ended press-braked S960 ultra-high strength steel angle section columns: Testing, numerical modelling and design10.1016/j.engstruct.2020.111418 ↗
5. Elevated temperature mechanical properties of solid section structural steel10.1016/j.conbuildmat.2017.05.124 ↗
6. Post-fire mechanical response of ultra-high strength (Grade 1200) steel under high temperatures: Linking thermal stability and microstructure10.1016/j.tws.2017.05.030 ↗
7. Mechanical properties of cold-formed high strength steel at elevated temperatures
8. Mechanical properties and design recommendations of very high strength steel S960 in fire10.1016/j.engstruct.2016.01.008 ↗
9. A distinctive approach to testing and modeling thermal creep in ultra-high strength steel10.1016/j.ijmecsci.2021.106362 ↗
10. (2023). Eurocode 3: Design of Steel Structures—Part 1-2: General Rules—Structural Fire Design. Standard No. CEN prEN1993-1.2: 2023.
11. Development of design equations for ultra-high strength steel CHS columns under transient fire conditions considering thermal creep and axial restraint effects10.1016/j.firesaf.2023.103756 ↗
12. Thermal creep of hybrid steel columns comprising ultra-high strength steel tubes and stainless steel plates under transient fire conditions10.1016/j.tws.2023.110540 ↗
13. Madenci, E., and Guven, I. (2006). The Finite Element Method and Applications in Engineering Using ANSYS, Springer.
14. Analysis of the critical temperature on load bearing LSF walls under fire10.1016/j.engstruct.2022.114858 ↗
15. (2020). Fire Resistance Tests—Part 1: General Requirements. Standard No. CEN EN 1363-1.
16. (2009). Fire Classification of Construction Products and Building Elements. Standard No. CEN EN 13501-2.
17. (1999). Fire Resistance Tests—Elements of Building Construction—Part 1: General Requirements. Standard No. ISO ISO 834-1.
18. (1997). Cold Formed Welded Structural Hollow Sections of Non-Alloy and Fine Grain Steels—Part 2: Tolerances, Dimensions and Sectional Properties. Standard No. CEN EN 10219-2:1997.
19. An arc-length method including line searches and accelerations10.1002/nme.1620190902 ↗
20. Experimental Validation of a Theoretical Model in Thin-Walled Structures