On Problem of Torsional Characteristics of Thin-walled Steel Beams with Web Openings

3rd World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium

土木建筑工程;文学

Horacek, Martin^1 ; Melcher, Jindrich^1 ; Balazs, Ivan^1 ; Pesek, Ondrej^1

Institute of Metal and Timber Structures, Faculty of Civil Engineering, Brno University of Technology, Veveri 331/95, Brno

60200, Czech Republic^1

关键词: Circular web openings;    Cold formed steel section;    Experimental verification;    Flexural-torsional buckling;    Lateral-torsional buckling;    Thin-walled steel beams;    Thin-walled steel members;    Torsional stiffness;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/471/5/052040/pdf
DOI  :  10.1088/1757-899X/471/5/052040

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

The current trend in the design of steel structures leads, due to the saving of the material, to the frequent use of thin-walled cold formed steel sections. The thin-walled cold-formed steel profiles are often manufactured with web holes. In the design of such a thin-walled steel members with web openings arises a question of correct determination of the real crosssectional properties. This paper focuses on the problem of the real torsional characteristics determination, which are parameters needed for the design of members subjected to the bending with respect to lateral torsional buckling or for the design of the compressed members prone to torsional buckling or flexural torsional buckling. These torsional characteristics include St. Venant torsion constant and warping constant. In the forthcoming European Standard specifying the rules for the design of beams with holes, it is recommended to use the cross-sectional characteristics of the most weakened section of the member with web openings. This paper deals with the possibility of introduction of "substitute cross-section" whose cross-sectional characteristics are determined as the weighted average of the properties of full section and the most weakened section. The solution with substitute cross-section is validated by the series of tests focusing on the experimental verification of the both real torsional stiffness - St. Venant torsion stiffness and warping torsion stiffness. Based on the results of test series with twisted beams freely supported in torsion, the St. Venant torsion constant is being derived, respectively from the results of the test series with twisted beams fixed in torsion (the warping is restrained at both beam ends), the warping constant is being derived. Both torsional characteristics are verified by tests executed on three different lengths (L=2.0m, L=3.0m and L=4.0m) of beams with sigma cross-section with large circular web openings.