Calculating the global buckling resistance of thin-walled steel members with uniform and non-uniform elevated temperatures under axial compression

• Published in: Thin-walled structures 2011-11, Vol.49 (11), p.1415-1428
• Main Authors: Shahbazian, A., Wang, Y.C.
• Format: Article
• Language: English
• Subjects: Applied sciences; Buckling; Building structure; Buildings. Public works; Cold-formed; Computer simulation; Construction (buildings and works); Direct Strength Method; Distributed memory; Elasticity. Plasticity; Exact sciences and technology; Fire resistance; Fracture mechanics (crack, fatigue, damage...); Fundamental areas of phenomenology (including applications); Global buckling; High temperature; Mathematical models; Mechanical properties and methods of testing. Rheology. Fracture mechanics. Tribology; Metal structure; Metals. Metallurgy; Numerical modelling; Physics; Solid mechanics; Steel; Structural and continuum mechanics; Temperature distribution; Thin walled; Ultimate tensile strength
• ISSN: 0263-8231; 1879-3223
• DOI: 10.1016/j.tws.2011.07.001

This paper develops a method, based on the Direct Strength Method (DSM) global buckling curve, to calculate the global buckling ultimate strength of cold-formed thin-walled (CF-TW) steel members under uniform and non-uniform elevated temperatures. The assessment is carried out by checking the DSM curve-based results with numerical simulation results using the general finite element software ABAQUS. The numerical model has been validated against a series of ambient temperature and fire tests on panels made of two different lipped channel sections tested to their ultimate load carrying capacities at ambient temperature or to their fire resistance at different load levels. The validated numerical model has been used to generate a database of numerical results of load carry capacity of CF-TW members with different uniform and non-uniform temperature distributions in the cross-sections under different boundary and loading conditions and with different dimensions. It is concluded that the DSM global buckling column curve is directly applicable for uniform temperature but a simple modification is required for non-uniform temperature distributions. ► Steel columns with non-uniform temperature distribution in the cross-section. ► Validation of ABAQUS simulations. ► Validation of the Direct Strength Method for applications to uniform elevated temperatures. ► A method to calculate the elastic buckling load and squash load. ► A new Direct Strength equation for global buckling strength.