Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach
Shamass, R. and Guarracino, F. (2019). Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach. Journal of Constructional Steel Research.
|Authors||Shamass, R. and Guarracino, F.|
The behaviour of cellular beams made from normal and high strength steel with various geometries is investigated through a large number of finite element analyses and a simple mechanical model for the Web-Post Buckling (WPB) failure is developed and analysed in order to highlight the factors which influence its occurrence and development for both normal and High-Strength (HS) steels. The performed FE analyses and the proposed modelling, once calibrated, allow to shed some light on the characteristics of the phenomenon and to provide the basis of a reliable design method to predict shear buckling of web-post of cellular beams made both of mild and HS steel.
|Journal||Journal of Constructional Steel Research|
|Publication process dates|
|Accepted||13 Dec 2019|
|Deposited||09 Jan 2020|
|Accepted author manuscript|
CC BY-NC-ND 4.0
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