Final 2.0 Flashcards
whats the other main component in steel other than iron?
Carbon (comes from coal)
what do you call steel when theres too much carbon
Cast iron (>1.7% carbon) its not used in construction because its too britle, weak in tension so cant be used as replacement of steel.
what are the 3 ways to strengthen steel
-heat treatement (The formation of additional grain boundaries)
-Alloying (The introduction of interstitial and substitutional atoms)
-strain hardening (The generation and concentration of dislocations)
whats the main downside with strengthening steel in connections beside reduced ductility
reduced weldability
what are the main downsize to using welding alternative
bolting is expensive and time consuming
what is toughness
abilitity to absorbe energy before failure in particular under impact conditions, by deforming plasticaly before fracture
name the most practical way to measure toughness
Area under the curves (good for structural steel since its ductile)
The area under the stress-strain curve in the uniaxial tension test. This method is not normally used for brittle materials, because it does not represent material behavior under brittle fracture.
explain how strain hardening decreases toughness
area under the curve decreases under strain hardening (see Q doc for graph)
order the following materials from more to least variable
1 Timber (natural so macroscopic defects)
2 Concrete (unskilled labor so no control conditions but controlled ingredients)
3 Steel (factory made so very little defects)
how do we account for variability in structural design
phi factor for concrete (0.6 or 0.65) steel (0.85-0.9) timber other factors/ design adjustement
why is phi factor for steel higher
less variable
What is the maximum permanent strain in the linear elastic region?
what mechanical properties can be calculated in this region?
0 when something is elastic
Youngs modulus by taking slope of stress strain
what is a charachteristic of steel in the linear elastic region compared to other metals
when it yields it stops being linear
proportional limit when it stops being linear = yield pts
why is ductility preffered in construction mats like steel?
when does it fail?
why is it used to indicate failure?
-Warning before failure
-when it yields
- Starts to collapse
what is the physical difference between the uniform plastic deformation and localised plastic deformation
see Q doc q 11
whats the difference between a ductile vs brittle coupon steel
brittle fails at 90 degrees
ductile yields at 45 degrees before failing
what is the difference in corosion reaction if the steel is submerged vs exposed
submerged steel only undergoes 1st stage of corrosion
what reactant is limited for corrosion when submerging steel
lack of oxygen
what condition exposed or submerged steel leads to expansion due to corrosion and what does this mean to concrete surrounding in each conditions
exposed because reaction progresses further.
exposed concrete will get spalling and submerged nothing will happen to it but steel loses its tensil load carrying properties.
why is it a bad idea to use 2 grades of steel for bolts and structural member. how does the main issue occur?
how can this concept be used to protect steel inreinforced concrete
galvanic corrosion
one of them acts as annod and the other as cathode so difference in electrochemical potential ( ability to react)
sacrificial annod, it will corrode before the cathode. A piece of metal with high electrochemical potential like zinc is used (doesnt expand when it corrodes) so that will be the main piece of corrosion ( site of deterioration because its connected to rebar)
why are welded connection worst area for damage to occur?
higher stress region leads to more corrosion
crevasse corrosion happens more often @ connection
low fatigue strength @ heat affected zone
What are the 3 components of the microstrusture at a weld?
-weld metal
-base metal
-heat affected zones
what resists tensile loading perpendicular to the grain and parallel to the grain at the microscale
-Parallel: strong primary covalent bond between microfibrils (primarly S2 , most microfibrils are parallel to the axis of the cell
- perpendicular : S3 ans S (very weak strength) , walls and weak secondary bonds and lignin (bonds cells together)
what are the 3 failure modes of wood in bending? which is the most common and how does it affect the microstructure?
compressive, tension and shear
- shear
at the macro, grain will be separated
at the micro the lignin will be shredded of
assuming that no other design adjustment are relevant, why is it bad idea to use mean strength of wood when designing a structure?
-Half of the wood would fail at lower strength than designed
- 5% exculsion limit
- only 5% of the specimen that are loaded will fail at the designed stress
why do very thick members of wood/timber survive fires explain how the mechanism works
-forma a layer of char on the outside -char is not flammable & is an insulator and when the fire reaches pyrolise zone T is lowered
explain the methode of applying fire retardant on wood in a new & old structure and explain the difference
-new can use pressure impregrenation (1,3cm) : 1 place wood in vaccum , 2 dip in fire retardant and 3 release vacuum
- existing paint a surface coating (2,3mm). painting it on and will be absorbed capilary suction
what are the environmental and economic benefits of wood
and why cant wood compete with concrete?
-renewable ressource & its cheap
- volume demand is just way too high
what are the 2 main limitation to using structural timbers in construction and how do you get around it
size limitation
defects (can limit allowable stress)
can avoid this by using composites ( can make whatever size and limit the defects)
explain why its more practical to curve glue lam or paralum than timber members
stress increase the further you are from centre/neutral axis so longer the member the higher stress, the smaller the member the lower the stress for the same size see q 24
what is common between mold and bacteria
both harmful to humans and both dont significantly damage wood
explain how and why dry rot fungi is a misnomer
wood as to be saturated for funghi to exist
can take water from source that can be 2-3 m away
what protects a structure from outside environement?
what are 2 main ways they can be degraded
and how does this affect wood susceptibility to bacterial and fungal attack
-building enveloppe (walls, sheeting, roofing)
1 is holes for dryer ducts , 2 is balcony railing (hole pierced through the wall and can degrade) for 1 and 2 this is whitout proper sealing (usually not done)
- higher moisture will come into the structure
why is it that if you break a small hardwood cube it has a higher strength than concrete but a big beam strength woould be lower?
wood has no macroscopic defects in the wood, timber beams on the other hand, has defects so it reduces the strength
go see sl 15 and 16
u
why does not all wood float, and why does fully saturated wood sink?
wood p=1.5, air p = 0 so if the density of the wood is lower than 1 it floats.
saturated sink since p water = 1 and solid = 1.5 and anything between 1 and 1.5 will sink
in wood which part absorbs water first, wich releases water first cell wall or cell cavity
cell wall absorb the water first but release last
what is fiber saturation pts
moisture content at wich cell wall are fully saturated
when below saturation pts what happens to wood in terms of durability, strength , mechanically
stronger ( should be able to explain so look it up)
durability ( more durable when dry because fiber saturation pts, fungus can grow)
explain why counting growth rings is a good but not foolproof method of telling a trees age
good approximation because form usually once a ear but not foolproof because of different moisture available. Drought = 0 rings but more rain = more rings. tropical regions also dont have different sunlight & precipitation every season
what is greenwood & why is it a bad idea to build with Greenwood (freshly cut)
a piece of greenwood will dry out naturally so shrinkage. if it set in construction, stuff will move & change place or cause stress in wood because it cant move
final q go see q last slide
p
what is a polymer
family of synthetic materials made up of repetition off high weight molecules in the form of a flexible chain
whats the structure of polymers
repeating small unit called monomer is bonded by covalent bonds, then undergo process of polymerization where monomers link together to form larger polymers.
whats the different types of polymerization?
addition : either homogeneous type (A+A+A..) or copolymer type (A+B+A+B) or condensation :
polymerization between two monomers with the expulsion of a simple by-product like water, hydrogen, chloride etc