Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach
Journal article
Shamass, R. and Guarracino, F. (2020). Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach. Journal of Constructional Steel Research. 166, p. 105911. https://doi.org/10.1016/j.jcsr.2019.105911
| Authors | Shamass, R. and Guarracino, F. |
|---|---|
| Abstract | 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. |
| Year | 2020 |
| Journal | Journal of Constructional Steel Research |
| Journal citation | 166, p. 105911 |
| Publisher | Elsevier |
| ISSN | 0143-974X |
| Digital Object Identifier (DOI) | https://doi.org/10.1016/j.jcsr.2019.105911 |
| Publication dates | |
| Online | 30 Jan 2020 |
| Mar 2020 | |
| Publication process dates | |
| Accepted | 13 Dec 2019 |
| Deposited | 09 Jan 2020 |
| Accepted author manuscript | License File Access Level Open |
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| NUMERICAL AND ANALYTICAL ANALYSES OF HIGH-STRENGTH STEEL CELLULAR BEAMS A DISCERNING APPROACH.pdf | ||
| License: CC BY-NC-ND 4.0 | ||
| File access level: Open | ||
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