Numerical Modeling of Timber-steel Hybrid Structures: Challenges and Innovative Strategies
Auteur(s): |
Laura Corti
(Politecnico di Milano, Department of Civil and Environmental Engineering Milan Italy)
Giovanni Muciaccia (Politecnico di Milano, Department of Civil and Environmental Engineering Milan Italy) |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | ce/papers, mars 2024, n. 1-2, v. 7 |
Page(s): | 92-101 |
DOI: | 10.1002/cepa.3026 |
Abstrait: |
The increasing diffusion of timber as a structural material asks for major detailing concerning numerical modelling; timber is commonly used with other construction materials in order to create hybrid structures exploiting each material's strengths and smoothing less efficient features. In this way – combining timber and steel – structural performances are guaranteed while lightness and sustainability of only‐timber structures are maintained. Some specific issues linked to timber material – e.g., orthotropic behaviour – and contact with steel are specifically addressed, exploring different techniques according to the scale of the problem. Finally, a complete steel‐timber hybrid beam‐to‐column joint is assembled, with a clear understanding of each interaction and insights for future adjustments to the benchmark model. |
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sur cette fiche - Reference-ID
10766733 - Publié(e) le:
17.04.2024 - Modifié(e) le:
17.04.2024