New Insights Into the Web Panel Component
| Author(s): |
F. Freire
(Universidade de Coimbra, ISISE, ARISE, Departamento de Engenharia Civil)
J. Aguiar (Universidade de Coimbra, ISISE, ARISE, Departamento de Engenharia Civil) A. F. Santos (Universidade de Coimbra, ISISE, ARISE, Departamento de Engenharia Civil) F. Ljubinkovic (Universidade de Coimbra, ISISE, ARISE, Departamento de Engenharia Civil) J. Conde (Universidad Politécnica de Madrid, Departamento de Física y Estructuras de Edificación) L. S. da Silva (Universidade de Coimbra, ISISE, ARISE, Departamento de Engenharia Civil) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | ce/papers, March 2024, n. 1-2, v. 7 |
| Page(s): | 250-259 |
| DOI: | 10.1002/cepa.3042 |
| Abstract: |
The column web panel is a fundamental component of beam‐column joints. This component has been thoroughly studied and codified in the past. In this paper, new insight on its behaviour is obtained using a large amount of high‐quality Finite Element (FE) models, covering a wide range of panel slenderness and aspect ratios. The study shows that the existing models in part 1‐8 of the current and forthcoming Eurocode 3 present a wide scatter in terms of resistance and stiffness, being unconservative in some specific cases. |
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data sheet - Reference-ID
10766742 - Published on:
17/04/2024 - Last updated on:
17/04/2024
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