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Common civil engineering materials are…
steel, mineral aggregates, concrete, masonry, wood and soil
High performance materials do….
Higher in strength
Lower Cost
Improve durability
Classification of materials
Metals
Polymers
Ceramics
Composites
Material Selection Consideration
Economics
Mechanical Properties
Non-mechanical Properties
Production
Aesthetics
Sustainability
Yield stress rules of thumb are…
0.2 % offset
0.5 % extension
Engineering Stress considers…
Original Length
Original Area
True stress considers…
Calculus to find the area and length at specific points in time (instantaneous)
Toughness is…
Material’s ability to absorb amount of energy before failure or collapse
Modulus of Resilience is…
The are under the elastic region
Maximum energy an object can absorb before permanent deformation
Poisson’s Ratio is…
The ratio between the lateral strain over the longitudinal strain
Visco-elastic Materials are…
Mainly affected by temperature (Plastics or Polymers)
Creep is…
deformation caused in an object due to some external load that has been placed and not removed for a period of time
Fatigue is…
Deformation caused in an object due to constant cycling and un-cycling force
Fatigue life is…
Amount of cycling and un-cycling an object can sustain before reaching failure
Endurance limit is…
Stress below which fatigue failure will never occurred
Sieve Size
Coarse Aggregates > 4 Sieve
Fine Aggregates < 4 Sieve
Sieve 4 is 3.75
Aggregates are…
Mass of crushed lime stone
Gravel
Sand
Concrete is…
Coarse aggregate, filled with cement to close all the inner gaps
Why add aggregates…
Reduce Cost
Improve Stability
Improve Durability
Improve Strength
Natural Aggregates are…
Sand
Gravel
River rocks
Manufactured Aggregates are…
Steel slag
Crushed waste
Manufactured sand
Aggregates by density…
Heavyweight = 2500-4000 kg/m³
Normal weight = 2150-2550 kg/m³
Light weight structural =
Semi low = 1850 - 2150 kg/m³
Low = < 1850 kg/m³
Light weight non-structural= 250-1450 kg/m³
Properties of Aggregates are…
Gradation
Strength and E
Moisture Absorption
Soundness
Abrasion Resistance
Gradation
Describes particle size distribution for aggregates
Open graded - Poor
Gap graded - Intermediate size omitted
Dense graded - Good
Fineness Modulus
Nominal 2.3 - 3.1
Higher FM = Coarser Aggregate
Lower FM = Finer Aggregate
Strength and E affected by…
Higher moduli = good quality aggregate
Porosity dictates the strength of aggregates
Moisture Absorption in aggregates affects..
strength of mix and has a huge role on proportioning mix
Aggregates shapes…
Round - Less strength but improves workability
Sharp - More strength, harder workability, needs more water
Aggregates Soundness…
Ability to withstand weathering
Ex.
Freeze-thaw in cold climates
Aggregates Abrasion Resistance
Ability to resist damage caused by external loads
Cement Paste is…
Cement + Water
Mortar is…
Cement paste + sand
Concrete is…
mortar + gravel
Concrete contains…
Portland cement
Aggregates
Water
Air Voids
Admixtures
Portland Cement is made out of two main materials…
Calcareous - Lime bearing
Argillaceous - Clay materials (Silica, Alumina and Iron)
Portland Cement production process is…
Collect aggregates from quarry, crush and blend them together.
Crushed aggregates are placed on a kiln at 1650C where a chemical reaction occurs, separating limestone and carbon dioxide.
After, the kiln generates marble size objects called “clinkers”
Clinkers get taken out and 5% gypsum is added
They are crushed and blend together to form Portland Cement.
Clinkers are made out of…
Alites (C3S)
Belites (C2S)
Aluminate (C3Al)
Ferrite (C4AlF)
Hydration is…
A chemical reaction that hardens the cement paste
C-S-H gel is…
Calcium-Silicate-Hydrate, a strong paste that acts as binder for cement paste. Made out of alites and belites.
Hydration Setting and Hardening process…
Cement paste is fluid
Hydration reaction
Increase hydration, decrease in water-filled space
Solid matrix becomes more dense and rigid
Hydration initial and final set
Initial - 1 mm needle is inserted 25mm down the cement paste for 30 seconds until it penetrates less than 25mm
Final - Needle does not penetrate at all
Alite (C3S) is…
The most important cementing compound
Gives early strength
Belite (C2S) is…
Much slower reaction
Long term strength
Ferrite (C4AlF) is…
Little strength
Reduces temperature to produce alites
Aluminate (C3Al)
Not liked by engineers since is susceptible for sulfate attacks.
Responsible for initial set
Sulfate attacks are…
When sulfate enters concrete and reacts with aluminate causing expansion and cracking
Fineness Cement is…
Overall particle size distribution measured by surface are per unit mass
Max size of cement paste is…
0.09 mm
Portland Cement Types…
Type 1:
No requirements of any sort
Susceptible to sulfate attacks
Used in pavements, sidewalks
Type 2:
Moderate sulfate and heat hydration needed
Improved sulfate resistance by lowering aluminate
Used in mass concrete works
Type 3:
Early strength is needed
Highest heat hydration and more alites added
Used in cold weathers and emergency repairs
Type 4:
Long term strength is needed
Low heat hydration
Low aluminates
Used in hydro-dams
Type 5:
Severe sulfate attacks
Used for underground water lines and pipes
Workability is…
Ease to mix, work and use the cement paste
Water Content (w/c)…
In theory: 0.25
In practice: 0.35 - 0.40
Excessive water will create air-pockets weaking the compressive strength of concrete
Amount of water mix should account for…
Hydration
Curing and Evaporation
Absorption by Aggregate
Workability
Slump test…
Invert Cone
Fill cone with 3 layers of fresh concrete
For each layer of concrete, mix 25x
Scrape excess away
Lift off cone
Measure vertical height decrease
Non-potable water needs to…
Meet potable water ratios by 90% or above
Effects of using non-potable water…
white stanning
corrosion of steel
volume instability
reduce durability
Admixtures are…
anything other than aggregates, water and cement
Types of Admixtures…
Air-Entrainers
Retarders
Accelerators
Water-Reducers
Why add admixtures…
Lowers costs
Maintains quality of cement paste through its process
Achieves certain properties more efficiently
Air-Entrainers
Improve freeze-thaw cycle durability
Tiny air bubbles into concrete
Entrainers (1mm<) Entrapped (1mm>)
Water-Reducers
Improve workability without increasing the w/c ratio
Super-placizers…
3-4x more effective
Particles are more workable
Creates flowing for 30-60 min
Accelerators…
Increase rate of heat hydration (strength)
Reduces curing time
Used in cold weather
Retarders…
Offer extra-time between mixing and pouring
Lower heat hydration
Used in hot temperatures
Pozzolan are…
Siliceous materials that react with CaOH released by hydration to form C-S-H.
Proportioning is…
Determine the quantity of concrete ingredients
Order of Concrete Proportioning….
Mix Design
Trial Mix & Design
Batching
Mixing
Transportation
Pouring
Vibration
Finishing
Curing
Maintenance
Methods of Proportioning…
Arbitrary Volumetric: Mix ingredients and water until desired outcome
Absolute Volume: Using density values for ingredients to calculate the absolute volume each element will occupy per unit volume of concrete.
Field data
Trial mixes
Quantity that you are normally designing for in m³…
1m³
Design Tables are for…
Normal concrete mix
Steps for Concrete Design…
Select Slump
Required Strength
Select Coarse Aggregate
Estimate Water and Air Content
Estimate w/c ratio
Weight of Cement
Estimate Admixtures
Estimate fine aggregates
Adjust for aggregate moisture
Curing is…
The process of maintaining satisfactory moisture content and temperature in the concrete for a period of time.
Curing time…
3 days minimum at 10C to reach 40% strength
Curing affects…
Durability
Strength
Water-tightness
Absorption Resistence
Curing temperature effects…
High Temperature:
Heat hydration is faster, early strength
Low Temperature:
Slow hydration, long term strength
Below 0C:
No hydration, no strength
Curing Methods…
Constant presence of water:
Ponding, sprinkling
Evaporation:
Plastic sheets cover concrete to keep evaporated moisture inside
Supply heat:
Steaming concrete
Curing Properties…
Shrinkage:
Deformation due to lack of water from structural pores
Permeability:
Allows the chemicals and water to penetrate easily
Shrinkage Types…
Plastic Shrinkage:
Water evaporates from exposed surface
Dry Shrinkage:
Concrete shrinks due to water-filled gaps getting evaporated