Abstract
A new type of interlocking timber-to-timber connection was designed to simplify the structural details and the mounting conditions between wall elements and ceilings or floor panels in timber frame constructions. An experimental test series on different connector geometries was performed due to the unclear component behaviour and failure mechanism in mode II. The connection types achieved sufficient capacity but do not reach the predicted loads according to EC5. Thus, a mixed mode failure of mode I and II obviously occurs. A design approach is provided recognising all influences on the load-bearing capacity.
| Original language | English |
|---|---|
| Title of host publication | WCTE 2018 - World Conference on Timber Engineering |
| Number of pages | 6 |
| Publication status | Published - 2018 |
| Externally published | Yes |
| Event | World Conference on Timber Engineering (WCTE 2018) - Seoul, Korea, Republic of Duration: 20 Aug 2018 → 23 Aug 2018 |
Conference
| Conference | World Conference on Timber Engineering (WCTE 2018) |
|---|---|
| Country/Territory | Korea, Republic of |
| City | Seoul |
| Period | 20/08/18 → 23/08/18 |
Keywords
- timber-to-timber connections
- CLT
- shear walls
- low cycle fatigue
- Eurocode 5