Bending behavior of regularly spaced CLT panels

Lorenzo Franzoni, Arthur Lebée, Florent Lyon, Gilles Foret

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

A regular alternation of lamellas and voids filled by insulating material within each layer of CLT can lead to cellular panels with improved acoustical, thermal and fire performance. In order to support the development of these innovative and lighter engineered wood products, their mechanical behavior is investigated in this paper by means of experiments and modeling. First, an experimental campaign on spaced CLT panels and related results are presented. Then, both simplified and refined modelings are applied. The chosen accurate modeling is a periodic homogenization scheme handled by a plate theory [1] and based on unit-cell strain energy computation with FEM. It appears that the simplified approach can predict the bending stiffness (EI) of CLT panels with large voids but not their transverse shear stiffness (GA) which can be precisely predicted with the more refined modeling. Finally, the influence of several panel's parameters on the mechanical response is pointed out as well.

Original languageEnglish
Title of host publicationWCTE 2016 - World Conference on Timber Engineering
PublisherVienna University of Technology
ISBN (Electronic)9783903039001
Publication statusPublished - 1 Jan 2016
Externally publishedYes
Event2016 World Conference on Timber Engineering, WCTE 2016 - Vienna, Austria
Duration: 22 Aug 201625 Aug 2016

Publication series

NameWCTE 2016 - World Conference on Timber Engineering

Conference

Conference2016 World Conference on Timber Engineering, WCTE 2016
Country/TerritoryAustria
CityVienna
Period22/08/1625/08/16

Keywords

  • 4-points bending
  • Cellular floors
  • Cross laminated timber
  • Periodic modeling

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