1. Fatigue damage of adhesive layers –
experiments and models.
by
Tomas Walander, Alexander Eklind, Thomas
Carlberger, Ulf Stigh
1
Tamonash Jana
001411202019
3. 3
Adhesives
1. DOW Betamate5096
(BM5096)
A Rubber Based Stiff
Structural Adhesive
Epoxy Resin
Nominal Layer
Thickness- 0.3 mm
2. DOW BetaForce
2850 (BF2850)
Polyurethane (PUR)
based Adhesive
Soft modular
Adhesive
Nominal Layer
Thickness- 1 mm
4. 4
Methodology
1st Approach - Paris’ law combined with the Energy
Release Rate G :
For a linear elastic specimen with a single crack tip loaded
with a prescribed load F
(1)
b=width of the specimen, Complience C=Δ/F,
a=Crack length
5. 5
As suggested by Berry(1963)
p,q=Compliance calibration parameters
Now
Substituting dC/da in eqn (1)
⇒
(2)
(3)
(4)
6. 6
Experimental values of Δ, F, and number of elapsed
Cycles N are obtained.
Using Eqtn (3) and (4), G vs. a is evaluated for each
experiment
Hence the parameters c and n of ‘Paris’ Law’ are
evaluated.
(5)
7. 7
The relation used for determining da/dN
using experimental data is
afit =fitted crack length
(6)
8. 8
2nd Approach - Damage Mechanics Approach :
The damage evolution law is given by
(7)
D=Damage variable, σ= Peel stress, kn= elastic stiffness ;
alternatively
(8)
α, β =Damage law parameters, σth = fatigue threshold value
in stress
9. The damage laws are implemented as a User Material
subroutine (UMAT) in Abaqus with the cohesive elements to
simulate the experiments.
9
The model does only consider damage in peel loading.
11. Specimens are manufactured according to the dimensions
in the table below.
By repeated experiments, the static stress-deformation
relations for Mode I loading are first determined for each
adhesive.
For the rubber adhesive, the method of Andersson and
Stigh (2004) is used; for the PUR adhesive, the method of
Tamuzs et al. (2004) is used.
11
14. A fatigue test rig is developed consisting of a solid bar with
six individual loads cells.
14
The rig is mounted in a servo hydraulic tensile test
machine.
The experiments are controlled with the initial value of
Load ratio=0.1
The experiments are performed at 4 Hz for up to three
million load cycles.
21. 21
Result Analysis and Parameter Identification
The end value of G is used as an engineering estimate of
the threshold value Gth for fatigue crack growth.
The corresponding threshold value in stress σth is
determined as the value of stress corresponding to the point
where G= Gth.
The parameters α and β in Eq. (8) are determined by fitting
results from
numerical simulations to the experimental results in a log-log
plot of (da/dN) vs. G.
23. 23
Conclusion
Fracture mechanics using Paris’ law provides simpler
parameter estimation than damage mechanics approach.
The local modelling of fatigue damage using damage
mechanics provides a more physical model of the fatigue
properties.
The experimental results contain substantial scatter for the
rubber based adhesive. Thus, a large
number of repeated experiments are necessary to give useful
data and properties.