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Characterization of rolling-shear creep for cross laminated timber panels

  • CSTB
  • Université Paris-Est

Research output: Contribution to conferencePaperpeer-review

Abstract

This article presents an experiment to characterize the rolling shear modulus Gr0 meanof CLT panels and its creep. A four-point bending test is achieved on sandwich beams with steel skins and wooden core. This allows to isolate the CLT cross-layer and to characterize the shear behaviour. The experiment is performed in a constant environment during 6 months. The short term Gr0 mean is estimated at 97.7 MPa with a coefficient of variation of 7.2%. Then, a power law is fitted to the results and the creep coefficient kdef G is estimated as 2.3 at 50 years which corresponds to a long term rolling shear modulus Grmean= 29.6 ± 2.6 MPa.

Original languageEnglish
Publication statusPublished - 1 Jan 2021
Externally publishedYes
EventWorld Conference on Timber Engineering 2021, WCTE 2021 - Santiago, Chile
Duration: 9 Aug 202112 Aug 2021

Conference

ConferenceWorld Conference on Timber Engineering 2021, WCTE 2021
Country/TerritoryChile
CitySantiago
Period9/08/2112/08/21

Keywords

  • Creep
  • Cross laminated timber
  • Long-term behaviour
  • Rolling Shear

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