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Professional Engineering Review Session Materials Properties (III.E; Overlap with III.D, I, J)

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Professional Engineering Review Session Materials Properties (III.E; Overlap with III.D, I, J) Steve Hall, Ph.D., P.E. shall5_at_lsu.edu Louisiana State University AgCenter – PowerPoint PPT presentation

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Title: Professional Engineering Review Session Materials Properties (III.E; Overlap with III.D, I, J)


1
Professional Engineering Review SessionMaterials
Properties (III.EOverlap with III.D, I, J)
  • Steve Hall, Ph.D., P.E.
  • shall5_at_lsu.edu Louisiana State University
    AgCenter

2
2016 is second year of new exam
  • Some Overlap New Material
  • Preparation is Important!!
  • A) Exam Preparation Suggestions
  • B) Specific Information on Materials

3
Exam Preparation Suggestions
  • Congratulations on Being Here Today!
  • You are doing exam prep
  • Ideally give yourself 3-6 months of prep time
  • Ideally have set times every week
  • Suggestions to follow

4
Location Location Location
  • Away from distractions (work, family, etc.)
  • Quiet
  • Your space (books, references)
  • Comfortable (space on a table water to drink)
  • Set time and place

5
A Time for Everything
  • My example 6-9 PM M-Th (12 hours per week)/3
    months
  • Table in room my space
  • Food (eat and study)
  • Water
  • Books in a Box (develop references)

6
What to Study?
  • This webinar series covers a bit
  • Look through NCEES Info http//ncees.org/exams/pe-
    exam/
  • Get Specific Detailed Parts/Areas
  • cdn.ncees.org/wp-content/uploads/2012/11/Ag_Bio-Ap
    r-20151.pdf

7
Some titles on Ag/Bio PE
  1. Common System Applications (pumps, energy,
    graphics, safety, stress-strain)
  2. Natural Resources and Ecology (ecology, erosion,
    irrigation, nutrients, soil/water)
  3. Process Engineering (kinetics, transport,
    properties, reactors, mass balances)
  4. Facilities (animal, plant, structural)
  5. Machines (power, motors, engines, components,
    models)

8
Choose your Strengths
  • Practice makes perfect
  • Find areas you like
  • Practice until you are perfect
  • Then Cover Breadth and get good
  • Skip a little if you really struggle

9
Arrange References
  • FE Review Manual
  • Textbooks
  • ASABE References
  • Know/mark each one
  • Use them as you practice
  • Develop favorites (1 top ref 5 faves)

10
Stick with it!
  • Get friends/colleagues/family to support
  • Give me time to study
  • I will spend more time with you after April
  • Take it once and pass it!!

11
Funny Story (?)
  • As we were settling into the exam, another
    examinee said What time is it for you? Turning,
    I listened my fourth my fifth. I asked
    where do you work?.
  • At the nuclear plant came the reply.
  • Take the test once and get it done!

12
This Review FocusNCEES Topics
  • Primary coverage Materials
  • III. E. Physical and chemical properties of
    biological materials
  • Overlaps with
  • III.D. Mass transfer between phases
  • III.I. Applied psychrometric processes
  • I.L (energy transfer, esp. latent heat and phase
    change)
  • III.J. Mass balances

13
References
  • PE Review Manual FE Review Manual
  • Ma, Davis, Obaldo, Barbosa, 1998. Engineering
    Properties of Foods and Other Biological
    Materials, ASAE.
  • Mohsenin,1986. Physical Properties of Materials
  • Rao, Rizvi, Datta, 2005. Engineering Properties
    of Foods.
  • Merva, 1995. Physical Principles of the Plant
    Biosystem.
  • Reynolds and Richards, 1996. Unit Operations and
    Processes in Environmental Engineering.

14
Standards
  • D241.4 Density, specific gravity and
    mass-moisture relationships of grain for storage
  • D243.e Thermal properties of grain and grain
    products
  • D245.5 Moisture relationships of plant-based ag
    products
  • EP545 Loads exerted by free-flowing grain on
    shallow storage structures (SE)
  • Hellevang, AE-84, Temporary grain storage,
  • http//www.ag.ndsu.edu/publications/landing-pages/
    crops/temporary-grain-storage-ae-84

15
Specific Topics
  • Rheology
  • Density, specific gravity
  • Moisture content in ag and food products
  • Thermal properties of grain and grain products
  • Loads on structures from grain/flowing products
  • Bonus Psychrometrics

16
Rheology The study of deformation and flow of
matter (especially interesting in agricultural
and biological materials)
17
Stress/Strain at the atomic level vs. macroscopic
(bulk) properties
18
Rheology Describing Materials
19
Stress/Strain
  • Stress s Fnormal to area/A
  • Shear Stress t Fparallel to area/A
  • Strain edL/Lo m/m or
  • Youngs modulus E s Ee or E s/e (E can
    vary)
  • For bar, d PL/AE or FL/AE

Tension compression
20
Stress-strain (offsets, hysteresis)
21
Stress/strain for steel and rubber a) linearity
(E constant?) b) average E typically lower in
biomaterials
22
Hair
23
Hysteresis cycles of a rubber
24
Stress vs. Conventional Strain (steel/conventional
materialsConventional F/AoriginalTrue
Stress F/Aactual
25
Reminder Stress/Strain
  • Stress s Fnormal to area/A
  • Shear Stress t Fparallel to area/A
  • Strain edL/Lo m/m or
  • Youngs modulus E s Ee or E s/e
  • For bar, d PL/AE or FL/AE

Tension compression
26
Sample problem
  • A steel bar with known dimensions is subjected to
    an axial compressive load. The modulus of
    elasticity and Poissons ration are known. What
    is the final thickness of the bar?
  • A) 19.004mm
  • B) 19.996mm
  • C) 20.00mm
  • D) 20.004mm

27
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28
Sample problem, food materials emphasis
  • A block of cheese with known dimensions is
    stacked and thus subjected to an axial
    compressive load. The modulus of elasticity and
    Poissons ratio are known. What is the final
    thickness of the sample?

29
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30
Stress-Strain Models
31
Creep behavior of cheddar cheese over time
32
Sample problem, materials emphasis
  • A block of cheese with known dimensions is
    stacked and thus subjected to an axial
    compressive load. After being stacked for 2
    hours, what is the final thickness of the sample?

33
Solution
  • From the graph, strain after 2 hours (120 min) is
    approx 0.09. (be careful with extrapolation, but
    could use eqn for longer times).
  • Original dimensions 100 x 100 x 100mm
  • Strain .09mm/mm so 100-100(.09) 91mm tall
  • Poissons ratio 0.3 so expansion (in width) .03mm
  • 103x103x91mm tall

34
Stress relaxation of potato tissue
35
Stress/Strain (estimate E)A (chord/secant) B
secant C tangent apparent modulus
36
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37
Break stretch (but dont strain too much!)
38
Rheological Behavior of Fluids
  • A Shearing of a Newtonian Fluid
  • B Shear Stress Versus Shear Rate for Newtonian,
    Pseudoplastic (Shear Thinning), and Dilantant
    (Shear Thickening), Plastic, and Casson-Type
    Plastic Fluids

39
Shear modulus and viscosity
40
Newtonian type Fluids
  • Viscosity m is resistance to flow
  • F/A t m du/dy
  • Kinematic viscosity is viscosity over density
  • u m/r

41
Values of Viscosity for Food Products and
Agricultural Materials Which are Newtonian
42
Arrhenius Relationship
  • µ Viscosity (Pa s)
  • µ?A Constant (Pa s)
  • EaActivation Energy (Kcal g-Mole)
  • RGas Constant (kcal/g-mole ºK)
  • TAbsolute Temperature (ºK)
  • Definition Viscosity of Fluid Decreases with
    Temperature (Change is typically 2 per Degree
    Celsius)

43
Behavior of Time-Dependent Fluids
  • A Apparent Viscosity as a function of time
  • B Shear Stress as a function of shear rate

44
Moisture impacts rheology
45
Bulk Density
  • Bulk density is a property of particulate
    materials like sand or grain. It is defined the
    mass of many particles of the material divided by
    the volume they occupy.
  • Bulk Density M/V kg/m3
  • The volume includes the space between particles
    as well as the space inside the pores of
    individual particles.

46
D241.4 food propertiesbulk density, moisture
47
D241.4 grain properties
48
D243.3 thermal properties of grain
49
EP545 Loads exerted by free-flowing grain on
shallow storage structures
50
EP545
  • Total equivalent grain height taken as the
    average grain height if the top grain surface
    is not horizontal (may not be, angle of repose)
  • Design approach, shallow grain holding
    structures
  • Determine material properties (bulk density,
    angle of repose, coefficient of friction)
  • Use properties to calculate total equivalent
    grain height
  • Calculate static pressures (static vertical
    pressure at any point, static lateral pressure,
    and vertical pressure on floor)
  • Calculate resultant wall forces (resultant
    lateral force, resultant shear force)
  • Ex., Lateral force per unit length PH LH2/2
    where
  • L is the lateral pressure (function of depth z)
    and H is the equivalent grain height
  • Lateral pressure L(z) kV(z)
  • Where L(z) lateral pressure at grain depth z,
    psf (pounds per square foot)
  • k ratio of lateral to vertical pressure,
    dimensionless and assumed to be 0.5
  • V(z) vertical pressure at equivalent grain
    depth z, psf
  • V(z) Wg where W is the bulk density (lb/ft3), g
    is acceleration to due gravity

51
Hellevang
  • Overview of temporary grain storage (free
    reference http//www.ag.ndsu.edu/publications/land
    ing-pages/crops/temporary-grain-storage-ae-84)
  • The pressure grain exerts per foot of depth is
    called the equivalent fluid density
  • Table 1. Approximate equivalent fluid density of
    some peaked grains.
  • Crop Equivalent Fluid Density lb/cu. ft
  • Barley 20
  • Corn (shelled) 23Oats 14
  • Grain Sorghum 22
  • Soybeans 21
  • Sunflower (non-oil) 9
  • Sunflower (oil) 12
  • Durum wheat 26HRS wheat 24

52
Particle size distribution
  • Different for different materials!
  • Good reference Chapter 35, CE manual, soil
    properties and testing
  • Sieve sizes and corresponding opening sizes
    (ASTM)
  • Typical particle size distribution (for soil)
  • Remember statistics for particle size
    distribution
  • Research on particle size distributions of
    nanoparticles
  • Normal distribution
  • Mean (average) particle size
  • Measure of dispersion of particle size (standard
    deviation, for example)

53
Particle size distribution
54
Sample questions
  • A building with an 8-foot high wall is storing
    grain. Grain was placed into the storage
    building and leveled until it is within 6 inches
    of the top of the wall. The grain density is 60
    pounds per bushel. The lateral force per unit
    length at the base of the wall is most nearly
  • (a) 638, (b) 672, (c) 717, (d) 1360

55
Solution use Hellevang
  • Answer is B

56
Sample questions
  • If corn is treated as a non-cohesive granular
    material (shelled), the equivalent fluid density
    (pounds per cubic foot) is most nearly
  • (a) 22
  • (b) 28
  • (c) 35
  • (d) 56

57
Solution
  • Look up in Hellevang table!
  • Hellevangs table for shelled corn 23 /sqft
  • Answer is A
  • Crop Equivalent Fluid Density lb/cu. ft
  • Barley 20
  • Corn (shelled) 23Oats 14
  • Do not be deterred by the fact that the values
    are not exactly the same! PE questions are
    constructed to accommodate minor differences in
    tabulated values!

58
Break!
  • Stretch, drink of water, short break

59
Water in Biological Materials
  • Steve Hall, Ph.D., P.E.Louisiana State
    University AgCenter

60
Moisture impacts rheology
61
Definitions
  • Mwb (wet basis) water mass/total wet mass
  • Mdb (dry basis) water mass/dry mass
  • aw pw/pwpure
  • RH water in a gas/maximum possible water at T
  • Equilibrium MC MC at RH, T, tinfinity
  • Hysteresis nonlinearities in MC curves

62
D245.5 moisture relationships
  • Moisture content wet basis
  • Where m or mwb wet basis moisture content
    (decimal)
  • Wm mass of moisture
  • Wd mass of dry matter
  • Moisture content dry basis
  • Where M or Mdb dry basis moisture content
    (decimal)
  • Dry basis moisture content can exceed 1 (or 100)

63
D245.5
  • To convert from dry basis to wet basis
  • To convert from wet basis to dry basis

64
Example MC
  • Wheat Pan mass 10 g wheat pan 110 g
  • Dried weight 100 g
  • Mwb (wet basis) water mass/total wet mass
  • 10g/100g 10
  • Mdb (dry basis) water mass/dry mass
  • 10g/90g 11 or (11-10)/10 0.1 or 10 error
  • Apple 10 g wet 3 g dry
  • Mwb (wet basis) water mass/total wet mass
  • 7/10 70
  • Mdb (dry basis) water mass/dry mass 7/3
    233
  • Or (233-70)/70 or 200 error! BE CAREFUL!!

65
D245.5
  • Isotherm data (used in drying calculations)
  • In table format or graphical format

66
aw pw/pwpure
67
Availability of water for microbial activity (van
den Berg and Bruin)
68
Equilibrium Moisture Content
69
Equilibrium Moisture Content Wheat
70
Corn Hysteresis of EMC
71
EMC Curves
72
Estimating MC Biol. Matls
  • 1-rhe-KTMn .
  • where rh relative humidity, decimal
  • T absolute temperature,R
  • M equilibrium moisture content, d.b.
  • k and n are are constants as specified in the
    following table.

73
Example Problem
  • A sealed container is filled with soybeans at 20
    moisture (w.b.) Estimate the relative humidity of
    the interseed air. The temperature is 60 degrees
    F.
  • A) 15
  • B) 20
  • C) 55
  • D) 85

74
Use equation, careful of units
75
Expansion due to moisture
76
Psychrometrics
  • Moisture, RH, Temp, Enthalpy (energy) as related
    to moisture in the atmosphere or in enclosed
    spaces (e.g. buildings)

77
Psychrometric Chart
78
Psychrometrics
79
Steps to solve Psychrometrics
  • Read carefully
  • What stays constant
  • Follow lines
  • Read carefully/interpolate
  • Make calculations
  • One step at a time, then repeat

80
Psychrometrics (constants)
Volume (density)
Humidity ratio (water/air mass)
Saturation (dewpoint)
Enthalpy (wet bulb)
(Dry bulb) Temperature
81
PsychrometricsWhat stays constant?(what line
do I follow?) Temp (dry bulb)Saturation (below
dewpoint)humidity ratio (kg/kg dry air)Other
options as stated
82
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83
Example
  • Day ends with 70 RH at 80F
  • Temp drops to 70F
  • (what stays constant?) (rh, sat?)
  • Is there dew?
  • What is the dewpoint?
  • If not, what is the new RH?

84
Psychrometrics
Dewpt (66)
88RH
80
70
85
Example
  • 100m3 Greenhouse T 70F, RH is 40.
  • How much water (mist) to add to reach 50RH?
  • Assume density of dry air is 1/800th of water or
    about 1.29kg/m3
  • Assume temperature remains constant
  • (State your assumptions!)

86
Psychrometrics
Diff .002 lbwater/lb dry air
.0094 lbwater/lbdry air
.0074 lbwater/lbdry air
87
How much water to mist in?
  • Difference 0.002 lb water/lb dry air
  • So what is the amount of water to add?
  • Based on volume
  • Assume a 100 m3 greenhouse.
  • Still need an estimate of mass of dry air
  • Assume 1.29kg/m3 100m3 129 kg
  • 129kg air(0.002kg water/kg dry air) (why?)
  • Or 0.258 kg water or .258liters (1 cup of water!)

88
What other questions can you ask as biological
engineers?
  • Air conditioning (removes water, change
    temperature) humans
  • Dehumidifier (removes water) humans
  • Rain adds water
  • Plant transpiration adds water plants
  • Sun adds energy/temp plants/animals
  • Radiation at night removes energy/temp
  • Drying processes or adding moisture (bacterial,
    biomed, bioprocess)

89
ReminderSteps to solve Psychrometrics
  • Read carefully
  • What stays constant?
  • Follow lines
  • Read carefully/interpolate
  • Make calculations
  • One step at a time, then repeat

90
Conclusions
  • Remember basic definitions
  • Careful with Units
  • Use what you are given
  • Practice with your references
  • Keep a sense of time
  • Keep learning
  • Get a good nights sleep
  • Eat breakfast

91
  • Tips
  • Have a table or set of tables with material
    properties handy
  • Additional material property references
  • Johnson, Biological Process Engineering, has many
    material property charts (density, specific heat,
    thermal conductivity, thermal diffusivity, etc.)
  • Geankoplis, Transport Processes and Separation
    Process Principles (Includes Unit Operations),
    4/e
  • This area overlaps with many others
  • Know how to convert between wet and dry basis
    moisture contents!
  • Remember common sense and statistics

92
Thank You!
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