Wood/Timber Flashcards
What resists tensile loading of wood parallel to the grain at the microstructural level?
Strong primary bonds:
Microfibrils in the S2 wall
They are parallel to the axis of the cell (along the grain)
They are a collection of cellulose molecules bonded together with strong covalent bonds
What resists tensile loading of wood perpendicular to the grain at the microstructural level?
Weak secondary bonds:
Lignin between cell walls
The hydrogen bonds between the microfibrils in the S2 wall
The fibers in the S1 and S3 wall (they are weaker since they are shorter)
What are the three methods of failure of wood?
Shear
Compression
Tension
What is the most common method of failure in wood and how does it occur at the micro and microscale?
Shear
Microscale: shear off lignin between cell walls
Macroscale: separation along growth rings
Assuming no other design adjustments are relevant, why is it a bad idea to use the mean strength of wood cubes when designing for a structure?
Half of the specimens would be weaker than the average
Half of the members would fail at the designed maximum stress
What is the other statistical method used for the strength of wood besides the mean and how is it used?
5% exclusion limit
Only 5% of the specimens will be of less strength than what is designed for
This is potentially also applicable to other materials, but it is most relevant for wood
What is the mechanism that allows thick members of timber to survive fire?
A layer of char is formed immediately next to the fire (this layer is not flammable and is a good insulator)
Beyond the char there is the pyrolysis zone
Beyond the pyrolysis zone is regular wood
Explain the main methods of applying fire regarding methods on wood. Explain the mechanisms for each and how effective they are.
Pressure impregnation:
Can be used for a new structure (since members can be fully dipped into a liquid)
Steps:
1. Place wood into a vacuum
2. Dip the wood into fire retardant
3. Release the vacuum (thus, pushing the fire retardant into the wood)
Result - 1.3 cm or more penetrated
Surface coating:
Only method that is effective on existing structures
Paint it on and capillary suction will suck the fire retardant into the wood
Only penetrates 2-3 mm deep
What are the environmental and economic benefits of using wood for construction?
Renewable and cheap
Why will wood never be able to compete with concrete as a construction material?
Volume requirements for how much wood would be needed
Concrete is manageable bc it’s just rocks
Would need to cut down too many trees to match that demand for wood
What are the two main limitations of using structural timber in construction?
Size and shape: you are limited by the size and shape of the tree from which the wood is sourced
A lot of defects in the timber mean that you must limit the allowable stresses
How can one get around the main limitations of using structural timber in construction?
Composites
Make them any shape/size
Reduce the amount of defects
Explain why it is more practical to curve parallam or glulam members rather than timber members?
They have thinner individual members
Smaller distance from the neutral axis
Stress from bending moment reduced (since it increases linearly from the NA)
What is common between molds and bacteria in wood construction?
Both are harmful to humans BUT do not significantly damage the timber (bacteria can over like 100 years but not 10 years)
Explain why and how “dry-rot” fungi is a misnomer.
Wood has to be saturated for a fungus to exist
For dry-rot fungus, there doesn’t have to be water at the site - the fungus will take in water from 2-3 m away