Trainers
Sigurdur Ormarsson (formally Technical University of Denmark now Linnaeus University in Sweden) [Topic T1]Kay-Uwe Schober (Mainz University of Applied Sciences) [Topic T2]
Alfredo Dias (University of Coimbra) [Topic T3]
Dan Ridley-Ellis (Edinburgh Napier University) (local host) [Topic T4]
Topics
[T1] Finite element modelling (FEM) of moisture stresses and deformations
[T2] Modelling of 2D and 3D timber truss systems
[T3] The dynamic and static modelling of timber and timber concrete floors using FEM
[T4] Probabilistic assessment of timber properties via non-destructive measurement
(Content may differ slightly)
Programme
Day 1 (Tuesday 28th April) [T4] and [T2 part 1]09:00 - 17:30
Day 2 (Wednesday 29th April) [T2 part 2] and [T3]
09:00 - 17:30
Day 3 (Thursday 30th April) [T1]
09:00 - 16:00
Click here for the detailed programme
[T1] Finite element modelling (FEM) of moisture stresses and deformations
- Two-dimensional finite element simulation of moisture flow in timber boards.
- Two-dimensional finite element simulation of moisture induced stresses in timber boards.
- Two-dimensional finite element simulation of moisture flow in timber boards.
- Two-dimensional finite element simulation of moisture induced stresses in timber boards.
[T2] Modelling of 2D and 3D timber truss systems
- Modelling of timber roof structures (2D/3D, including joints) comparing FEM and classic truss model software. Modeling of timber roof structures with truss models (considering joint type and geometry)
- Simplified truss models for traditional/historical connections (considering joint stiffness, moisture change etc.). Truss models for (timber-concrete) composite structures with non-uniform distributed loads and shear connectors
- Modelling of timber roof structures (2D/3D, including joints) comparing FEM and classic truss model software. Modeling of timber roof structures with truss models (considering joint type and geometry)
- Simplified truss models for traditional/historical connections (considering joint stiffness, moisture change etc.). Truss models for (timber-concrete) composite structures with non-uniform distributed loads and shear connectors
[T3] The dynamic and static modelling of timber and timber concrete floors using FEM
- Static short term modelling of timber and timber-concrete systems (Analytical/code models & FEM models)
- Dynamic modelling of timber and timber-concrete systems (Analytical/code models & FEM models)
- Static short term modelling of timber and timber-concrete systems (Analytical/code models & FEM models)
- Dynamic modelling of timber and timber-concrete systems (Analytical/code models & FEM models)
[T4] Probabilistic assessment of timber properties via non-destructive measurement
- Sources and extent of variation in wood properties
- Outline of the European system of timber strength grading
- Non-destructive techniques with demonstrations
- Exercise in statistical modelling for research work
- Sources and extent of variation in wood properties
- Outline of the European system of timber strength grading
- Non-destructive techniques with demonstrations
- Exercise in statistical modelling for research work