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Numerical Modeling of Timber-steel Hybrid Structures: Challenges and Innovative Strategies

Author(s): (Politecnico di Milano, Department of Civil and Environmental Engineering Milan Italy)
(Politecnico di Milano, Department of Civil and Environmental Engineering Milan Italy)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 1-2, v. 7
Page(s): 92-101
DOI: 10.1002/cepa.3026
Abstract:

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.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/cepa.3026.
  • About this
    data sheet
  • Reference-ID
    10766733
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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