Mechanics Solids 1 - Lectures (1-8)

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77 Terms

1
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Common civil engineering materials are…

steel, mineral aggregates, concrete, masonry, wood and soil  

2
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High performance materials do….

  • Higher in strength

  • Lower Cost

  • Improve durability

3
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Classification of materials

  • Metals

  • Polymers

  • Ceramics

  • Composites

4
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Material Selection Consideration

  • Economics

  • Mechanical Properties

  • Non-mechanical Properties

  • Production

  • Aesthetics

  • Sustainability

5
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Yield stress rules of thumb are…

  • 0.2 % offset 

  • 0.5 % extension

6
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Engineering Stress considers…

  • Original Length 

  • Original Area

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True stress considers…

Calculus to find the area and length at specific points in time (instantaneous)

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Toughness is…

Material’s ability to absorb amount of energy before failure or collapse

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Modulus of Resilience is…

  • The are under the elastic region

  • Maximum energy an object can absorb before permanent deformation

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Poisson’s Ratio is…

The ratio between the lateral strain over the longitudinal strain

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Visco-elastic Materials are…

Mainly affected by temperature (Plastics or Polymers)

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Creep is…

deformation caused in an object due to some external load that has been placed and not removed for a period of time

13
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Fatigue is…

Deformation caused in an object due to constant cycling and un-cycling force

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Fatigue life is…

Amount of cycling and un-cycling an object can sustain before reaching failure

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Endurance limit is…

Stress below which fatigue failure will never occurred

16
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Sieve Size

  • Coarse Aggregates > 4 Sieve

  • Fine Aggregates < 4 Sieve

  • Sieve 4 is 3.75

17
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Aggregates are…

  • Mass of crushed lime stone

  • Gravel

  • Sand

18
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Concrete is…

Coarse aggregate, filled with cement to close all the inner gaps

19
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Why add aggregates…

  • Reduce Cost

  • Improve Stability

  • Improve Durability

  • Improve Strength

20
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Natural Aggregates are…

  • Sand

  • Gravel

  • River rocks

21
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Manufactured Aggregates are…

  • Steel slag

  • Crushed waste

  • Manufactured sand

22
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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

23
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Properties of Aggregates are…

  • Gradation

  • Strength and E

  • Moisture Absorption

  • Soundness

  • Abrasion Resistance

24
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Gradation 

Describes particle size distribution for aggregates

  • Open graded - Poor

  • Gap graded - Intermediate size omitted

  • Dense graded - Good

25
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Fineness Modulus

  • Nominal 2.3 - 3.1

  • Higher FM = Coarser Aggregate

  • Lower FM = Finer Aggregate

26
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Strength and E affected by…

  • Higher moduli = good quality aggregate

  • Porosity dictates the strength of aggregates

27
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Moisture Absorption in aggregates affects..

strength of mix and has a huge role on proportioning mix 

28
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Aggregates shapes…

  • Round - Less strength but improves workability

  • Sharp - More strength, harder workability, needs more water

29
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Aggregates Soundness…

  • Ability to withstand weathering

  • Ex.

    • Freeze-thaw in cold climates

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Aggregates Abrasion Resistance

Ability to resist damage caused by external loads

31
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Cement Paste is… 

Cement + Water

32
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Mortar is…

Cement paste + sand

33
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Concrete is…

mortar + gravel

34
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Concrete contains…

  • Portland cement

  • Aggregates

  • Water

  • Air Voids

  • Admixtures

35
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Portland Cement is made out of two main materials…

  • Calcareous - Lime bearing

  • Argillaceous - Clay materials (Silica, Alumina and Iron) 

36
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Portland Cement production process is…

  1. Collect aggregates from quarry, crush and blend them together.

  2. Crushed aggregates are placed on a kiln at 1650C where a chemical reaction occurs, separating limestone and carbon dioxide.

  3. After, the kiln generates marble size objects called “clinkers”

  4. Clinkers get taken out and 5% gypsum is added

  5. They are crushed and blend together to form Portland Cement.

37
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Clinkers are made out of…

  • Alites (C3S)

  • Belites (C2S)

  • Aluminate (C3Al)

  • Ferrite (C4AlF)

38
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Hydration is…

A chemical reaction that hardens the cement paste

39
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C-S-H gel is…

Calcium-Silicate-Hydrate, a strong paste that acts as binder for cement paste. Made out of alites and belites.

40
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Hydration Setting and Hardening process…

  1. Cement paste is fluid

  2. Hydration reaction

  3. Increase hydration, decrease in water-filled space

  4. Solid matrix becomes more dense and rigid

41
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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

42
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Alite (C3S) is…

  • The most important cementing compound

  • Gives early strength

43
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Belite (C2S) is…

  • Much slower reaction

  • Long term strength

44
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Ferrite (C4AlF) is…

  • Little strength

  • Reduces temperature to produce alites

45
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Aluminate (C3Al)

  • Not liked by engineers since is susceptible for sulfate attacks.

  • Responsible for initial set

46
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Sulfate attacks are…

When sulfate enters concrete and reacts with aluminate causing expansion and cracking

47
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Fineness Cement is…

Overall particle size distribution measured by surface are per unit mass

48
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Max size of cement paste is…

0.09 mm

49
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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

50
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Workability is…

Ease to mix, work and use the cement paste

51
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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

52
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Amount of water mix should account for…

  • Hydration

  • Curing and Evaporation

  • Absorption by Aggregate

  • Workability

53
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Slump test…

  1. Invert Cone

  2. Fill cone with 3 layers of fresh concrete

  3. For each layer of concrete, mix 25x

  4. Scrape excess away

  5. Lift off cone

  6. Measure vertical height decrease

54
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Non-potable water needs to…

Meet potable water ratios by 90% or above

55
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Effects of using non-potable water…

  • white stanning

  • corrosion of steel

  • volume instability

  • reduce durability

56
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Admixtures are…

anything other than aggregates, water and cement

57
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Types of Admixtures… 

  • Air-Entrainers

  • Retarders

  • Accelerators

  • Water-Reducers

58
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Why add admixtures…

  • Lowers costs

  • Maintains quality of cement paste through its process

  • Achieves certain properties more efficiently

59
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Air-Entrainers

  • Improve freeze-thaw cycle durability

  • Tiny air bubbles into concrete

  • Entrainers (1mm<) Entrapped (1mm>)

60
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Water-Reducers

  • Improve workability without increasing the w/c ratio

61
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Super-placizers…

  • 3-4x more effective

  • Particles are more workable

  • Creates flowing for 30-60 min

62
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Accelerators…

  • Increase rate of heat hydration (strength)

  • Reduces curing time

  • Used in cold weather

63
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Retarders…

  • Offer extra-time between mixing and pouring

  • Lower heat hydration

  • Used in hot temperatures

64
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Pozzolan are…

Siliceous materials that react with CaOH released by hydration to form C-S-H.

65
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Proportioning is…

Determine the quantity of concrete ingredients

66
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Order of Concrete Proportioning….

  1. Mix Design

  2. Trial Mix & Design

  3. Batching

  4. Mixing

  5. Transportation

  6. Pouring

  7. Vibration

  8. Finishing

  9. Curing

  10. Maintenance

67
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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

68
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Quantity that you are normally designing for in m³…

1m³

69
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Design Tables are for…

Normal concrete mix

70
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Steps for Concrete Design…

  1. Select Slump

  2. Required Strength

  3. Select Coarse Aggregate

  4. Estimate Water and Air Content

  5. Estimate w/c ratio

  6. Weight of Cement

  7. Estimate Admixtures 

  8. Estimate fine aggregates 

  9. Adjust for aggregate moisture 

71
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Curing is…

The process of maintaining satisfactory moisture content and temperature in the concrete for a period of time.

72
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Curing time…

3 days minimum at 10C to reach 40% strength

73
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Curing affects…

  • Durability

  • Strength

  • Water-tightness

  • Absorption Resistence

74
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Curing temperature effects…

  • High Temperature:

    • Heat hydration is faster, early strength

  • Low Temperature:

    • Slow hydration, long term strength

  • Below 0C:

    • No hydration, no strength 

75
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Curing Methods…

  • Constant presence of water:

    • Ponding, sprinkling

  • Evaporation:

    • Plastic sheets cover concrete to keep evaporated moisture inside

  • Supply heat:

    • Steaming concrete

76
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Curing Properties…

  • Shrinkage:

    • Deformation due to lack of water from structural pores

  • Permeability:

    • Allows the chemicals and water to penetrate easily

77
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Shrinkage Types…

  • Plastic Shrinkage:

    • Water evaporates from exposed surface

  • Dry Shrinkage:

    • Concrete shrinks due to water-filled gaps getting evaporated