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 Gr∞mean= 29.6 ± 2.6 MPa.
| Original language | English |
|---|---|
| Publication status | Published - 1 Jan 2021 |
| Externally published | Yes |
| Event | World Conference on Timber Engineering 2021, WCTE 2021 - Santiago, Chile Duration: 9 Aug 2021 → 12 Aug 2021 |
Conference
| Conference | World Conference on Timber Engineering 2021, WCTE 2021 |
|---|---|
| Country/Territory | Chile |
| City | Santiago |
| Period | 9/08/21 → 12/08/21 |
Keywords
- Creep
- Cross laminated timber
- Long-term behaviour
- Rolling Shear
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