| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6751714 | Journal of Constructional Steel Research | 2016 | 23 Pages |
Abstract
A finite elements model of a beam-to-column double extended end-plate steel joint is presented, and validated by test results. Based on the validated stress and deformation fields FE results, a procedure is proposed to extract the force-deformation behaviour of the column web components.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Hugo Augusto, LuÃs Simões da Silva, Carlos Rebelo, José Miguel Castro,