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FiberMatrix Interface

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... Epoxy. 10x106 30x106 55x106 0.1x106 (A). E-glass/epoxy composite ... Carbon/epoxy. E2, Transverse Modulus: Iso-stress (in series): Deformations are additive, ... – PowerPoint PPT presentation

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Title: FiberMatrix Interface


1
Fiber-Matrix Interface
2
Fiber Matrix Interface
  • Why are fiber matrix interfaces important?
  • Ef Em quite differentSuch large differences
    are shared through the interface.Stresses acting
    on the matrix are transmitted to the fiber across
    the interface.
  • The interfacial bond can influence
  • Composite strength
  • Modes of failure
  • Youngs modulus
  • Interlaminar shear strength
  • Compressive strength
  • Critical fiver length
  • Environmental resistance
  • Structural stability at elevate temperatures
  • Fracture and fatigue behavior
  • Weak interface Composites provide low strength
    and stiffness. Promotes fiber debonding and
    pull-out which provide higher fracture toughness
  • Strong Interface Provides high strength but low
    fracture toughness (Except Short Fiber requires
    strong bonding for higher fracture toughness)

3
Definition of Fiber-matrix Interface and
Interphase
  • Interface It is the boundary demarcating the
    distinct phase of fiber, matrix and coating layer
  • Interphase It is a region where coating and
    matrix diffused into each others domain and form
    a flexible, three-dimensional polymer network.
    The key purpose of the network is to provide a
    lattice that the matrix molecule can penetrate
    and come in close proximity to fibers. The
    interphase is responsible for transferring the
    load from the matrix to the fibers. Formation of
    interphase region and the resulting properties
    are poorly understood.
  • Coating
  • Sizing protect fibers from mechanical damage
  • Finishes Enhance bonding of fiber to matrix
    (Polyvinyle acetate or organosilane coupling
    agent)
  • Interphase probably has lower modulus and
    strength than fiber and matrix.

4
Atomic Bonding
  • Molecules Groupings of coordinated atoms
  • Intramolecular bonds Bonds between atoms of a
    molecule (strong primary bonds i.e. covalent
    bond)
  • Intermolecular bonds Bonds between the
    molecules (weak secondary bonds i.e. Van der
    Walls Bonds)Atoms are bonded in solid through
    exchange of electrons in outer shell (s,p
    level)i.e. covalent bond
  • Valence Electron Electrons that participate in
    bonding or chamical reaction (s,p level
    electrons)
  • Covalent Bond Bond in which atoms share two or
    more electrons (very strong primary bond)

5
Van der Waals Bonding (secondary bonds)
  • Join molecules or groups of atoms by weak
    electrostatic attractions. Many ceramics,
    plascits, and other molecules are permanently
    polarized such that regions of the molecule are
    positively (and negatively) charged.
  • Electrostatic attractions between oppositely
    charged regions result in weak Van der Waals
    bonding between two molecules.
  • H2O The electrons in the oxygen atoms tend to
    concentrate away from the hydrogen. The polarity
    of the water molecule allows it to form weak
    secondary bonds with other water molecules.

6
Metallic Bonding
  • Metals, having a low electronegativity, easily
    give up their valence electrons to form a sea
    of delocalized electrons surrounding their atoms.
    The positively charged atom cores that remain
    are bonded through negatively charged sea
  • Aluminum atom with 3 valence electrons
  • Valence electrons are no longer associated with
    any particular atom.

7
Ionic and Hydrogen Bonding
  • Ionic Bonding An atom donates its valence
    electron to a different atom of a different
    element. Each atom thus acquires an
    electromagnetic charge and ionically attract.
  • Attraction between opposite charges NaCl

8
Theory of Adhesion
  • Types of Bonding
  • Chemical
  • Electrical
  • Mechanical
  • Theory of Adhesion (Surface Chemistry)
  • Perfect fiber matrix interface requires that
    liquid resin wet or spread the fiber surface
  • Contact angle formed by a drop of liquid on a
    surface is often taken as an indication of
    wettability measurement
  • Surface Tension or Free EnergyForces on a
    molecule in bulk are balanced.Forces on a
    molecule at the surface are unbalanced. This
    unbalanced force gives rise to surface free
    energy.
  • Work of adhesion WA is defined as the work
    required to separate two particles and defined in
    terms of surface energy
  • WA ?A ?B ?AB ? surface free
    energy
  • Wetting requires that the surface energy of the
    adherent (reinforcement) be greater than adhesive
    surface energy

9
  • ?

? lt 90º Good Wetting
? gt 90º No Wetting
? 90º Poor Wetting
? 0º for spontaneous wetting
Surface forces ?LV Liquid Vapor
phase ?SL Solid Liquid phase ?SV Solid Vapor
phase ?1 Liquid Surface Energy ?2 Solid
Surface Energy ?12 Free energy at L-S Interface
  • ?LV and contact angle ? can be determined exp.
  • In some cases, bond strength can be equated to WA

10
  • For spontaneous wetting
  • e.g. Adhesive ?a 3.5 4.5 x 10-2
    N/m Fiber surface ?f 4.5 x 10-2 N/m
  • Improper wetting may cause voids at the interface
    that lead to stress corrosion and result in
    cracking.
  • Criteria for Better Wetting
  • Surface must be free of foreign particles. This
    removes weak boundary layer or contaminants (H2O,
    organic vapor, nitrates, ketones, alcohols,
    amines)
  • A large interfacial area of intimate contact
  • Thermodynamically, a high surface-energy surface
    is the most conductive to good wetting,
    particularly if adhesive contains polar
    functional group.
  • Surface energy of the adherent (reinforcement)
    should be greater than the adhesive surface
    energy (matrix).
  • Creation or addition of chemical group
  • Variation in surface topography (mechanical
    interlocking)

11
Five Primary Adhesion Mechanism
  • Adsorption and wetting
  • Interdiffusion
  • Electrostatic attraction
  • Primary chemical bonding
  • Mechanical interlocking

12
Adsorption and Wetting
  • Adsorption theory
  • Ordinary dispersion of Van der Waals forces can
    be responsible for adhesive strength if
    sufficiently intimate contact is achieved
  • Hydrogen bonding can enhance adhesion
  • Primary chemical bonding may provide the links
    across the interface in some cases
  • e.g. Secondary force interaction
  • The attraction only due to dispersion
    forces
  • Theoretical 100 MPa !!
  • Experimental Strength of most joints
    much smaller
  • Why
  • Air voids, cracks, geometric defects acting as
    stress raisers when the joint is loaded.
  • Impurities like H2O, organic vapor, nitrates,
    ketones, alcohol, and amines can weaken adhesion.

13
Adsorption and wetting
  • If two polymers are compatible, good bonding can
    be achieved.
  • WA can not always be equated with bond strength
    since bond strength also contains energy
  • For WA Wpeel, at low temperatures, high peel
    rate
  • Surface Tension Data
  • Substrate (reinforcement) Adhesive (Matrix,
    Liquid)
  • Glass 560 mJ/m2 Polyester 35 mJ/m2
  • Graphite 70 mJ/m2 Epoxy 43 mJ/m2
  • Polyethylene 31 mJ/m2 P.E. lt Epoxy
  • Can epoxy wet P.E.? -No

14
Interdiffusion
  • Mutual diffusion of the molecules at the
    interface forms a bond between two polymer
    surfaces. The requirement for such bonding is
    that both chain segments of polymer A and B
    should be mutually miscible or compatible.
  • Miscibility or Solubility parameter
  • Molecular Volume
  • Cohesive Energy Density
  • Similar values of S -gt miscible?
  • Interdiffusion works well with
  • Autohesion of elastomers
  • Solvent welding of compativle amorphous plastics

15
Interdiffusion
  • Interdiffusion theory is good if
  • Solubility parameters of the materials are
    similar
  • One polymer is highly cross linked
  • One polymer is crystalline
  • One polymer is above its Tg

16
Electrostatic Adhesion
  • Acid-Base interaction
  • Ionic Bonding
  • Strength of the interface dependent on charge
    density
  • Unlikely to make major contribution to the final
    bond strength
  • Exception If ionic functional silanes (coupling
    agent in glass fiber) are used, the anionic
    functional groups may be attracted to an anion
    surface and vice versa.

17
Primary (chemical) Bonding
  • More important than secondary bonding. Although
    secondary bonding forces alone may result in
    adequate joint strength, additional presence of
    primary bonding my often increase the joint
    strength.
  • Primary bonding is important to secure
    environmentally stable interface
  • Ex. Coupling agent Glass Surface
  • Polymer matrices Carbon Fiber
  • Techniques to study chemical bonding of
    interface
  • Laser
  • X-ray photo electron spectroscopy (XPS)
  • Secondary-ion mass spectroscopy
  • Inelastic Electron Tunelling

18
Mechanical Interlocking
  • Interlocking of the adhesive into irregular rifts
    of the substrate surface is the key source of
    intrinsic adhesion.
  • Generally not applicable.

19
Mechanics of Composites
Micromechanics
Macromechanics
Mechanics of Materials
Fiber-Matrix interaction
Elasticity
Anisotropic (General)
Orthotropic (lamination theory)
E. Constant
Strength
Elastic Constants
Strength
20
Micromechanics Approach
  • Provides an understanding of the behavior of
    composites in terms of the properties and
    interactions of the fibers and matrix
  • Interactions of fibers and matrix is examined on
    a microscopic scale
  • Approximate models are used to simulate the
    microstructure of the composite and hence its
    average properties in terms of the properties
    of the constituents

3
1
Longitude
Shear
Matrix
Transverse
2
21
Micromechanics
  • Mechanics of Material Approach (Prediction of
    Elastic Constants)
  • Basic Assumptions
  • Fibers are uniformly distributed throughout the
    matrix
  • Perfect fiber-matrix bonding
  • No voids in the matrix
  • Applied loads are either parallel or normal to
    the fiber direction
  • No residual stresses (stress-free initially)
  • Both fiber and matrix are linearly elastic
  • Consider an undeformed element,

22
Macromechanics Approach
  • The response of a fiber reinforced composites
    mechanical and thermal loads is examine on a
    mactoscopic scale.
  • To design or predict, the behavior of a laminated
    structure on the average properties of the
    unidirectional material.
  • These average properties include
  • E1 longitudinal modulus
  • E2 transverse modulus
  • V12 major poisons ratio
  • G12 in-plane shear modulus
  • Several main strength values are required
  • s1u longitudinal strength (both tensile and
    compressive)
  • s2u transverse strength (both tensile and
    compressive)
  • t12u shear strength

ply-1
0
0
45
-45
45
ply-2
90
Laminate
-45
ply-3
90
ply-4
23
Prediction of Elastic Constants
24
Mechanics of Materials models for the
determination of elastic constants
Property Determined
Applied Stresses
Deformations
Assumptions
25
E1, Longitudinal modulus
Perfect bonding, Linear elastic, Force shared by
the fibers and matrix,
26
Q What is the fraction of load carried by fibers
in a unidirectional continuous fiber lamina?
27
Eg. E-glass Carbon Boron Epoxy 10x106 30x106
55x106 0.1x106
(A). E-glass/epoxy composite
(B). Carbon/epoxy
28
E2, Transverse Modulus
Iso-stress (in series)
Deformations are additive,
29
(No Transcript)
30
G12, Shear Modulus
Assume Shear Stress, Shear Strain, Total
Shear deformation,
31
12, Shear Modulus
(4)
32
Refinements to Mechanics of Materials Approach
(RVE Representative Vol. Element) Hopkins and
Chamis (1988) / RVE / Book by Gibson / Jones
Note The E2, G12 expressions based on the
mechanics of materials approach are questionable
due to invalid assumptions. Agreement with
experiment is generally poor.
33
It can be shown that the lower bound on E1 is
given by
Reference Mechanics of Composite Materials,
3.3.2. Variational Bounding Technique of
Elasticity, Robert M. Jones
34
Direct Approaches
Various models of elastic inclusions in an
elastic matrix are used to obtain exact solutions
for the elastic constants. in many cases, the
solutions are highly complex and of limited
practical use. c degree of contiguity
extent of contact between fibers, c has more
effect on E2 and G12 than on E1.
Real Structure
Reference Mechanics of Composite Materials,
3.3.2. Variational Bounding Technique of
Elasticity, Robert M. Jones
35
The Halpin-Tsai Equations Unidirectional Short
Fibers
The Halpin-Tsai eqns are simple approximate forms
of the generalized self-consistent micromechanics
solution developed by Hill. For oriented
reinforcements (fibers, flakes, and ribbons)
Very small/Negligible
36
Elastic Constants 3D Randomly Oriented Short
Fiber
Randomly oriented short-fiber composites are
produced to obtain isotopic properties. Empirical
Equation
E11, E22 Longitudinal and transverse stiffness
for unidirectional oriented ply of the same fiber
aspect ratio and same fiber vol. fraction as the
randomly oriented discont. fiber. E11, E2
Halpin-Tsai Eqn.
2D- Random Orientation All fiber lie in 1-2
direction (no fibers lie in 3 direction)
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