Composites Analysis 2011

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    COMPOSITES ANALYSIS

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    Composites

    a composite material is a material which is

    composed of at least two elements working together

    to produce a material which properties are different

    to the properties of those elements on their own.

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    Composites

    two components: reinforcement + matrix

    reinforcements = fibres (glass, carbon etc)

    matrix = resin (polyester, epoxy etc)

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    Composites

    three components: reinforcement + matrix+ core

    reinforcements = fibres: glass, carbon etc

    matrix = resin: polyester, epoxy etc

    CORE = foam, wood, Soric, etc

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    Composites

    Strength vs Stiffness

    strength is about breaking stiffness is about bending

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    Composites

    Strength vs Stiffness

    strength is about breaking stiffness is about bending

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    Composites

    Strength vs Stiffness

    strength is about breaking

    strong enough

    not strong enough

    strong enough

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    Composites

    Strength vs Stiffness

    strength is about breaking stiffness is about bending

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    Composites

    Strength vs Stiffness

    strength is about breaking stiffness is about bending

    stiff enough

    not stiff enough

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    Composites

    Strength vs Stiffness

    strength is about breaking stiffness is about bending

    strong enough but not stiff enough

    compare :

    STRONG & STIFFstrong & stiff enough

    not stiff and not strong enough

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    Composites

    Stiffness depending on :

    - Material

    - Shape

    - Thickness

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    Several methods have been used to

    predict the mechanical properties ofcomposites material such asexperimental (mechanical testing)and

    calculation of mechanics of material

    (theory).

    INTRO

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    Maximum composites strength;

    a) The total strength is provided by the

    fiber reinforcement, hence the fiberstrength is greater that the matrix strength

    b) Using high volume fraction, Vf of fiberreinforcement

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    REMEMBER.

    Composites failures

    Usually resulted from fiber debonding, voids, fiber damage etcproducing micro cracks

    Micro cracks spreads through the matrix and moving along the fiber-matrix interface until reaching the fiber surfaces

    Finally resulted in catastropic failure / total penetration damage

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    INTRO (Cont.)

    Fiber strength is base on;

    1.Mechanical properties of the fibers

    2.Orientation of fibers

    3.Volume of fibers

    4.Surface interaction (Fiber matrix)

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    EXPERIMENTAL : MECH.PROPERTIES

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    TYPICAL STRESS-STRAIN GRAPH (Cont.)

    *Ductility : Easily pulled or deform; hard buteasily broken

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    EXAMPLE: STRESS-STRAIN GRAPH

    Question:

    Q1: Which material is stronger?

    Q2: Which material is more brittle?

    Q3: Which material is tough?

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    TYPICAL DIRECTION OF FORCE

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    EXPERIMENTAL : TENSILE TESTING

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    TENSILE TESTING (Cont.)

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    TENSILE TESTING (Cont.)

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    TENSILE TESTING (Cont.)

    Modulus of elasticity, E onlyin the elastic region

    A stressstrain curve

    typical of structural steel

    1. Ultimate Strength

    2. Yield Strength

    3. Rupture

    4. Strain hardening

    region

    5. Necking region.

    elastic Material

    returning to its normal

    size or shape after being

    pulled or pressed (Rubber

    base like)

    plastic The shape

    changes permanently(composites)

    http://upload.wikimedia.org/wikipedia/commons/0/00/Stress_v_strain_A36_2.pnghttp://upload.wikimedia.org/wikipedia/commons/0/00/Stress_v_strain_A36_2.pnghttp://upload.wikimedia.org/wikipedia/commons/0/00/Stress_v_strain_A36_2.pnghttp://upload.wikimedia.org/wikipedia/commons/0/00/Stress_v_strain_A36_2.png
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    TENSILE TESTING (Cont.)

    EXAMPLE

    *Resilience: The capability of material formingback to its original form after being bent,stretched or crushed

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    TENSILE TESTING (Cont.)

    Maximum stress @material ultimatestrength

    (plastics deformation occurs)

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    TENSILE TESTING (Cont.)

    *Toughness: material that is not easilycut, broken or worn

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    Poissons Ratio

    Poisson's ratio (), is the ratio, when a sample object is stretched (Changes in dimension)

    When a material is compressed in one direction, it usually tends to expand in the other two directions perpendicular to

    the direction of compression. This phenomenon is called the Poisson effect. Poisson's ratio (nu) is a measure of thePoisson effect.

    The Poisson's ratio of a stable, isotropic, linearelastic material cannot be less than 1.0 nor greater than 0.5.

    Most materials have Poisson's ratio values ranging between 0.0 and 0.5.

    A perfectly incompressible material deformed elastically at small strains would have a Poisson's ratio of exactly 0.5.

    Most steels and rigid polymers when used within their design limits (before yield) exhibit values of about 0.3,

    increasing to 0.5 for post-yield deformation (which occurs largely at constant volume.)

    Rubber has a Poisson ratio of nearly 0.5. Some materials, mostly polymer foams, have a negative Poisson's ratio; ifthese material are stretched in one direction, they become thicker in perpendicular directions.

    Anisotropic materials can have Poisson ratios above 0.5 in some directions.

    Anisotropic material Material properties that have different properties in differentdirection. Example: Composites; longitudinal direction @ transverse direction

    http://en.wikipedia.org/wiki/Materialshttp://en.wikipedia.org/wiki/Nu_%28letter%29http://en.wikipedia.org/wiki/Isotropichttp://en.wikipedia.org/wiki/Elastichttp://en.wikipedia.org/wiki/Yield_%28engineering%29http://en.wikipedia.org/wiki/Yield_%28engineering%29http://en.wikipedia.org/wiki/Elastichttp://en.wikipedia.org/wiki/Isotropichttp://en.wikipedia.org/wiki/Nu_%28letter%29http://en.wikipedia.org/wiki/Materials
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    Poissons Ratio (Cont.)Ratio of the transversestrain (normal to theapplied load),x dividedby axial strain (in the

    direction of the appliedload), y.(-) ve is to counter the negativecontraction strain

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    EXAMPLE: STRESS/STRAIN DIAGRAM PLOT

    Tensile specimen with tab

    Given;

    Specimen length = 8.0 inch

    Specimen width = 1.0 inch

    Plot the stress/strain graph:

    Load (Ib) Elongation (inch) Stress (psi) Strain

    1000 0.010

    ? ?

    2000 0.020

    3000 0.0504000 0.100

    5000 0.200

    6000 Failure

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    TYPICAL FAILURE MODE IN COMPOSITES TENSILE TEST

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    TYPICAL FAILURE MODE IN COMPOSITES TENSILE TEST

    Failure @ middle

    Failure @ grip

    Failure @ lateral gage

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    THEROETICAL APPROACH

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    REMEMBER.

    Composites

    (denoted by c)

    Fiber reinforcement

    (denoted by f)

    Matrix system

    (denoted by m)= +

    Remember: Most of thestrength of composites isprovided by the fiber!!!

    A composite is a structural material which consist of combining 2 or 3or more elements in a system

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    MECHANICS TERMINOLOGY

    Isotropic material Material that has same properties inall direction if applying load. Example: SteelAnisotropic material Material properties that havedifferent properties in different direction. Example:Composites; longitudinal direction @ transversedirection

    Homogeneous body Has properties that are the sameat all points in the body

    Inhomogeneous body Has non uniform propertiesover the body

    Lamina Single flat layer of a unidirectional OR wovenfibers in a matrixLaminate Stack of plies of composites with variousorientation

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    EXPERIMENT vsTHEORY

    Composite behaviour

    Experiment micro/makro mechanics

    Tensile Compression Others Rule of

    mixture

    (ROM)

    Voids

    content

    Longitudinal/Transverse

    properties

    Others

    Prediction of composites density

    Prediction of composites weight fraction

    Prediction of composites volume fraction

    Prediction of Youngs Modulus

    Others

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    Both concepts of micro and macro

    mechanics allows the tailoring/modification

    of a composites components to meetspecifics structural requirement.

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    Composites

    Micromechanics

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    Micromechanical Analysis

    A simplified composites model is

    considered consisting of a fiber

    surrounded by matrix phase.

    This composites elements is

    embended in a homogeneousmedium @ matrix

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    Fiber dominated strength

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    Matrix dominated strength

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    ANALYSIS USING RULE OF MIXTURE (ROM)

    Composites obey the rule-of-mixture

    ROM States that the composites

    mechanical properties can be calculatedas the sum of the value of property ofeach element/constituent by its respective

    volume fraction OR weight fraction in

    the composites system

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    Calculation of composites mech. properties using rule of mixture will requireyou to determine the volume fraction OR weight fraction of each elements.

    RULE OF MIXTURE (Cont.)

    The volume fraction of fiber & matrix is determine by;

    Vfiber= vfiber

    vcomposites

    Vmatrix= vmatrix

    vcompositesWhere; Vf is the volume of fiber & Vm is the volume of matrixVc is the volume of composites

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    ROM - The sum of volumefraction of ALL elements in a

    composites must be equal to 1;

    vcomposites = vfiber + vmatrix = 1

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    The weight fraction of fiber & matrix is determine by;

    Wfiber = wfiber

    wcomposites

    Wmatrix = wmatrix

    wcomposites

    Where; Wfis the weight of fiber & Wm is the weight of matrix

    Wc is the volume of composites

    RULE OF MIXTURE (Cont.)

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    Composite density is commonly

    calculated or predicted using

    ROM based on volume fraction(vf & vm) compare to weight

    fraction (wf

    & wm

    )

    COMPOSITE DENSITY (cont.)

    Composite density, comp = Fiber density, fiber + Matrix density, matrix

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    Applying the definition of density

    equals to weight fraction to

    volume fraction will give;

    Composite density, comp = wf / vf+ wm / vm

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    Example

    Determine the density of a glass epoxy laminate with a 60% fiber volumefraction

    Given; density of glass fiber is fiber = 2500 kg/m ; the density of

    matrix, matrix= 1200 kg/m

    Solution:

    The density of composites, comp

    = (2500)(0.6) + (1200)(0.4)

    = 1980 kg/cm

    Composite density, comp = Fiber density, fiber + Matrix density, matrix

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    Micromechanics

    The design and analysis of laminated

    structures are express in stress strain

    Failures cause by tensile or compressionstrength are refered to as;

    - Longitudinal tensile/compression strength

    - Transverse tensile/compression strength

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    STRESS

    Stress = Force per unit area acting on a material

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    STRAIN

    Strain = Deformation of materials per unit length (with no unit)

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    LONGITUDINAL & TRANSVERSE PROPERTIES OF COMPOSITES

    Longitudinal strength

    The strength of composites when measured in the direction of thefibers until the samples fails.

    As the load increases, the strain increases hence the compositesdeform at equal amount;

    OR

    Composites strain, comp = Fiber strain,

    fiber = Matrix strain, matrix

    However load applied is partitioned (divided) between the fiber

    and matrix elements giving;

    Composites load, Pcomp = Fiber load, Pfiber + Matrix load, Pmatrix

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    LONGITUDINAL & TRANSVERSE PROPERTIES OF COMPOSITES

    Composites load, Pcomp = Fiber load, Pfiber + Matrix load, Pmatrix

    From;

    And;

    Stress, = Force @ Load, P

    Cross section area, A

    Give;

    Acompcomp = Afiberfiber + Amatrixmatrix

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    LONGITUDINAL & TRANSVERSE PROPERTIES OF COMPOSITES

    Assuming that the length of sample in this determination oflongitudinal composites strength is equal to 1 and in order to replacethe cross sectional area, A of elements to volume fraction then thevolume fraction of each elements can be written as;

    Acompcomp =Afiberfiber +Amatrixmatrix

    comp =Afiber fiber +Amatrix matrix

    Acomp Acomp

    comp = Vfiberfiber + Vmatrixmatrix

    REMEMBER

    Vfiber= vfiber / vcomposites

    Vmatrix= vmatrix / vcomposites

    Give;

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    LONGITUDINAL & TRANSVERSE PROPERTIES OF COMPOSITES

    Prediction of the Youngs modulus using rule-of mixtures for longitudinalfibers.

    From;

    comp =

    Vfiber

    fiber +

    Vmatrix

    matrix

    Give;

    compEcomp = VfiberfiberEfiber + VmatrixmatrixEmatrix

    IMPORTANT NOTE:Youngs modulus, E = /

    Thus the Youngs modulus is predicted by;

    Ecomp = VfiberEfiber + VmatrixEmatrix

    Remember: Composites strain, comp = Fiber strain,

    fiber = Matrix strain, matrix

    R.O.M for longitudinal fibers

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    Example

    Find the longitudinal Youngs modulus for a glass epoxy laminate with 60%fiber volume fraction.

    Given : Efiber 10 GPa, Ematrix 1 Gpa

    Solution:

    Ecomp = Vfiber Efiber + Vmatrix Ematrix

    Ecomp = (0.6)(10) + (0.4)(1)= 6.4 GPa

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    LONGITUDINAL & TRANSVERSE PROPERTIES OF COMPOSITES

    Transverse strength

    Refers to properties of the composites Youngs modulus in thedirection normal to the fiber

    1 = Vfiber + V matrix

    Ecomp Efiber Ematrix

    R.O.M for transverse fibers

    *Modulus: A measurement of stiffness;where the material is not easily bent, foldedor changed shape

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    Example

    Find the transverse Youngs modulus of a glass epoxy laminate witha fiber volume fraction of 60%.

    Given; Efiber = 10 GPa, Ematrix = 1 Gpa

    Solution;

    The transverse Youngs modulus,

    1 / Ecomp = (0.6) / (10) + (0.4) / (1)

    1 / Ecomp = 0.06 + 0.4

    = 0.46

    Ecomp = 2.17GPa

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