Fracture Mechanics of Delamination Buckling in Laminated Composites - PowerPoint PPT Presentation

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Fracture Mechanics of Delamination Buckling in Laminated Composites

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Title: Fracture Mechanics of Delamination Buckling in Laminated Composites


1
Fracture Mechanics of Delamination Buckling in
Laminated Composites
  • Kenneth Hunziker
  • 4/28/08

2
Low Velocity Impact of a Laminated Composite Plate
  • Laminated composite materials have a
    strength-to-weight ratio advantage over many
    other materials
  • Low velocity impact causes a delamination in
    the plate (size determined by impactor and plate
    parameters)
  • A compressive load so increases the delaminated
    area through coupled delamination and
    delamination buckling
  • The growth of the damage through delamination
    buckling is analyzed using fracture criterion
    based on energy release rate
  • Analyzed through 1-D and 2-D models

so
3
Simplifications/Assumptions
  • One delamination caused by impact is analyzed
  • Delamination size is large compared to the
    laminate thickness but small compared to the
    laminate size
  • Growth of the delamination is in the original
    damage plane
  • Properties of the plate are considered to be
    homogeneous, isotropic and linearly elastic

4
1-D Delamination Models
Thin Film
Thick Column
General
Reference 1
5
1-D Thin Film Model
ex - eo ez - ?eo
Shortening
l
h
A
i
ii
iii
Reference 1
6
1-D Thin Film Analysis - Deflection
Buckling strain of the film using beam/plate
theory
Post buckled film shape
Solve for amplitude A using
Reference 1
7
1-D Thin Film Analysis Strain Energy
Strain energy in the buckled layer (case iii)
Membrane
Bending
Gives
Energy release rate as l ? (l?l)
Reference 1
8
1-D Thin Film Analysis Energy Release Rate
Results
Reference 1
9
1-D Thin Film Analysis Length of the
delaminated region
Reference 1
10
1-D General Analysis
h
3
t
1
2
L
  • Each section is treated as a beam column with
    compatibility and equilibrium
  • conditions applied at the interfaces
  • Gives the following deflections

Reference 1
11
1-D General Analysis
Examining the overall shortening of the plate
Using plane strain, stresses and strains are
Reference 1
12
1-D General Analysis
The strain energy of the system is
  • In order to solve for the four unknowns e1, e2,
    e3 and ? we combine the displacement equations
    with the equilibrium and shortening equations
  • The resulting four equations do not have a
    closed form solution
  • Solve numerically
  • The strain energy release rate can be found with
    a numerical differentiation
  • The same analysis can be preformed with the
    assumption that only section 3 contributes to the
    bending Thick Column case

Reference 1
13
1-D General Analysis
Reference 1
14
2-D Delamination Model
Displacement constraints
  • Two part analysis
  • Elastic stability Solved through the
    Raleigh-Ritz method
  • Delamination growth after buckling Energy
    approach through fracture mechanics

Reference 2
15
2-D Delamination Analysis
Energy release rate for the system due to a
increase in delamination
Gives
Where
Reference 2
16
2-D Delamination Analysis
Reference 2
17
Conclusions
  • A one-dimensional model can be used to simplify
    analysis of a more complete two-dimensional model
  • Simplifications can be made to the
    two-dimensional model based on initial damage
    relative size parameters
  • Either stable or unstable growth can occur in
    both the one and two-dimensional model with
    increasing load
  • A thin-film one-dimensional approach can be
    used as the delamination being analyzed
    approaches the plate surface
  • The initial parameters of the damage in a
    structure determine the behavior of the damage as
    load is increased
  • Both stable and unstable growth can occur based
    on the size/area of the initial damage

18
Further Analysis
  • Further improvements of the 1-D model include
  • Multiple delaminations
  • Non-homogeneous material properties
  • Further improvements of the 2-D model
  • Delamination shape, circular and elliptical
  • Anisotropic material
  • The role of fiber direction in delamination
    growth
  • Multiple delaminations

19
References
  • One Dimensional Analysis
  • Chai, H., Babcock, C., Knauss, W., One
    Dimensional Modelling of Failure in Laminated
    Plates by Delamination Buckling, Int. J. Solids
    Structure, Vol. 17,. No. 11, pp. 1069-1083, 1981
  • Two Dimensional Analysis
  • 2. Chai, H., Babcock, C., Two-Dimensional
    Modelling of Compressive Failure in Delaminated
    Laminates, Journal of Composite Materials, Vol.
    19,. No. 1, pp. 67-98, 1985

20
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