Production of Timber
Chemical composition of timber (component and element)
Components:
Elements:
Timber types
How is defined Moisture content?
Moisture content M (expressed in percent) is defined as:
M = {(Wa – Wo) / Wo} • 100 [%]
Wo: oven-dry weight of wood sample
Wa: weight of sample prior to drying
Which are the directions of the Shrinkage ?

Possible distortion of various cut sections after drying
twist. bow, cup, crook

How are the stress-strain curves of pine wood under loads?
Parallel and perpendicular to the grains at a moisture content (u) of 15%

Failure modes of timber under compression parallel to grain
Failure types of non-buckling clear wood:
a) Crushing
b) Wedge splitting
c) Shearing
d) Splitting
e) Crushing and splitting
f) Brooming or end rolling

Failure modes of timber in tension parallel to grain
Failure types of clear wood:
a) Splintering tension
b) Combined tension and shear
c) Shear
d) Brittle tension

Failure modes of timber in bending with span parallel to grain
Failure types of clear wood:
a) Simple tension
b) Cross-grain tension
c) Splintering tension
d) Brash tension
e) Compression
f) Horizontal shear
Influence of knots on the strength of pine timber loaded parallel to the grain.

The relation of strength to loading angle (schematically)

Influence of moisture content on the strength

Effect of moisture content on the rigidity in Sitka spruce

The interaction of temperature and moisture content on the modulus of elasticity.
Results are averaged for six species of timber and the modulus at 20°C and 0% moisture is taken as unity.

Effect of grain angle on the modulus of elasticity
The theoretical line has been calculated by transformation of the stresses and strains from the rotated to the principal

Quality classification parameters
Independently from the type of timber, the quality class is determined according to the following parameters:
• Knots
• Inclination of fibers (wane)
• Pith
• Cracks
• Resin pockets
• Bending
• Insects frass
Influence on Timber Durability
The timber durability can be negative influenced by:
By moisture content equal to 0.0 % (dry) or to 100 % (water immersion) no attack by fungi or insect infestation is possible
With lower moisture content the degree of inflammability increases
Oxygen, Temperature and moisture are required for fungi and / or insect attack
Preventing fungi attack
Timber fire behavior
Glued beam section after exposure to fire of 30 and 60 minute
Timber carbonization, approx. 0.7-0.8 mm/min (EC 5)
Timber fire protection
Timber connections
Stiffness of connections (graph)

Production of glued laminated timber