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This paper analytically investigates the Brazier effect on asymmetric thin-walled sections subject to biaxial bending.
This paper deals with the problem of ultimate load-carrying capacity of thin-walled sections subject to combined load.
The paper offers to practitioners economical procedures that can be utilized to optimize the design of built up box sections subject to compression and biaxial bending.
This paper presents the details of this research into the elastic behaviour and strength of hollow flange channel sections subject to torsion and bending and the results.
The discussion is supported by non-dimensional diagrams which can be useful in design involving "T" and "C" sections subject to axial and bending loads.
When non-linear finite element analysis (FEA) of cold-formed thin-walled steel sections subject to compression is carried out, an initial perturbation must be introduced in the model in order to trigger the failure due to instability.
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Produced in diameters of 10 to 50 millimetres, they provide tensile strength to concrete sections subjected to a bending load.
The codified slenderness limits for sections subjected to bending were examined.
The design procedure of non-symmetric sections subjected to axial compression load could be quite difficult.
It considers reinforced concrete or fiber concrete in case of circular sections subjected to composed bending.
Robustness study on the behaviour of top-hat thin-walled high-strength steel sections subjected to axial crushing.
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