Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference33 articles.
1. Ultimate behaviour of steel beams under non-uniform bending;D'Aniello;J. Constr. Steel Res.,2012
2. A novel formulation of the flexural overstrength factor for steel beams;Güneyisi;J. Constr. Steel Res.,2013
3. Analytical prediction of available rotation capacity of cold-formed rectangular and square hollow section beams;D'Aniello;Thin-Walled Struct.,2014
4. Prediction of the flexural overstrength factor for steel beams using artificial neural network;Güneyisi;Steel Compos. Struct. Int. J.,2014
5. Predictive models of the flexural overstrength factor for steel thin-walled circular hollow section beams;D'Aniello;Thin-Walled Struct.,2015
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