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Transcript of Slide 1 © CSIR 2006 Etienne K.Ngoy, I. Campbell, R. Paskaramoorthy School of Mechanical,...
Slide 1 © CSIR 2006 www.csir.co.za
Etienne K.Ngoy, I. Campbell, R. PaskaramoorthySchool of Mechanical, Industrial, and Aeronautical Engineering
University of the Witwatersrand
Modeling and Prediction of the Modeling and Prediction of the Environmental Degradation of Environmental Degradation of
Fiber Reinforced PlasticsFiber Reinforced Plastics
Slide 3 © CSIR 2006 www.csir.co.za
INTRODUCTIONINTRODUCTION
What is the environmental degradation?MotivationLiterature reviewObjective
Slide 4 © CSIR 2006 www.csir.co.za
What is the Environmental Degradation ?What is the Environmental Degradation ?
Slide 5 © CSIR 2006 www.csir.co.za
Environmental DegradationEnvironmental Degradation
Wide spread use of FRP materials
Large variety of service environments
Temperature and humidity, energetic
radiations, chemicals
Change of Material properties
Mechanical properties, colors,
brittleness, cracks…
interaction
Slide 6 © CSIR 2006 www.csir.co.za
Discoloration and flaking of a pipe surface by uv (1), Inner of a pipe attacked by chemicals. The glass surface tissue hanging from the walls where the resin has been removed by the chemical (2), Advanced corrosion on the surface of a pipe by UV and humidity. The structural laminate becomes exposed, which looks like dry glass, with no resin bonding it together (3) (SASOL)
1 2
3
Slide 7 © CSIR 2006 www.csir.co.za
Environmental DegradationEnvironmental Degradation
Wide spread use of FRP materials
Large variety of service environments
Temperature and humidity, energetic
radiations, chemicals
Change of Material properties
Mechanical properties, colors,
brittleness, cracks…
interaction
Slide 8 © CSIR 2006 www.csir.co.za
In practice any change affecting the material properties relative to the initial desirable properties is called degradation
Slide 10 © CSIR 2006 www.csir.co.za
Rational utilization
Design optimization
Economic assessment
Safe utilization
Equipment maintenance
Good understanding of the environmental degradation effects.
The availability of reliable method for quantification and prediction of environmental effects.
Modeling
Requests
Motivation
Slide 12 © CSIR 2006 www.csir.co.za
Literature ReviewLiterature Review
The Complexity of the environmental Degradation process:
- Interaction between many physical, chemical and mechanical processes not easy to model.
Slide 13 © CSIR 2006 www.csir.co.za
No general or accurate predictive model has been available so far:
- modeling efforts focus on the characterization of effects and mechanism. - Only partial models based on particular process and environment - Accelerated prediction method based on Arrhenius law
Literature ReviewLiterature ReviewLiterature ReviewLiterature Review
Slide 14 © CSIR 2006 www.csir.co.za
Exposure in the real service environment - Standard lifetimes are determined based on statistical data resulting from long term exposure in real service environment. - Implies that test lasts many years and must be conducted for each particular combination of environment and material
Literature ReviewLiterature ReviewLiterature ReviewLiterature Review
Slide 15 © CSIR 2006 www.csir.co.za
Extended utilization slowed down in many fields.
Catastrophic failure reported in the industry. “However there have been a small but significant number of
international failures witch have caused concerns. Cases of tanks containing demineralized water in particular at 700C failing catastrophically are reported.” (SASOL 2000).
Literature ReviewLiterature ReviewLiterature ReviewLiterature Review
Slide 16 © CSIR 2006 www.csir.co.za
ObjectivesObjectives
Provide a comprehensive model of the environmental degradation of fiber reinforced plastics including the chemical degradation, the ultraviolet rays attack, the temperature and humidity effects, and the stress corrosion.
Provide a short term test method for environmental degradation of mechanical strength of FRP composites
Slide 17 © CSIR 2006 www.csir.co.za
THE CONTRIBUTIONTHE CONTRIBUTION
The theoretical approach.Environmental degradation models.Prediction method.Simulation in laboratory.
Slide 19 © CSIR 2006 www.csir.co.za
Basis of the Theoretical ApproachBasis of the Theoretical Approach
All FRP degradation results in one of the following effects :Chemical: Chemical links density modification caused
by either a chemical attack, a thermal attack or a ultra violet rays attack.
Physical: cohesion forces deterioration or plasticization caused by either moisture absorption or by temperature variation.
Mechanical: Stress state modification.
Slide 20 © CSIR 2006 www.csir.co.za
DefinitionsDefinitions
Ld: index of chemical linkage density degradation.
Cf: index of cohesion forces degradation.env: index of environmental stresses.
Slide 21 © CSIR 2006 www.csir.co.za
The Analysis of the Environmental The Analysis of the Environmental Degradation process and ModelingDegradation process and Modeling
Temperature T
Moisture, m
Chemicals C0
UV Rays, IUV
Ld
Cf
env
Stiffness Matrix Stress state
EffectsEnvironmental
causes
Degradation
Ed
Rheology
Slide 22 © CSIR 2006 www.csir.co.za
Modeling ProcessModeling Process
Rheology = f(T, m, C0, IUV, Ed, env).
Slide 23 © CSIR 2006 www.csir.co.za
Environmental Degradation ModelsEnvironmental Degradation Models
Slide 24 © CSIR 2006 www.csir.co.za
Environmental Degradation ModelsEnvironmental Degradation Models
Partial model of uv rays caused degradation.General model of stiffness matrix degradation.General environmental degradation model
involving stress corrosion.
Slide 25 © CSIR 2006 www.csir.co.za
Model of ultraviolet rays caused Model of ultraviolet rays caused degradationdegradation
nabs
UV
d kIdt
dL
Slide 26 © CSIR 2006 www.csir.co.za
Environmental Degradation ModelsEnvironmental Degradation Models
Partial model of uv rays caused degradation.General model of stiffness matrix degradation.General environmental degradation model
involving stress corrosion.
Slide 27 © CSIR 2006 www.csir.co.za
Environmental Degradation of Environmental Degradation of the Material Stiffness.the Material Stiffness.General Model General Model
Where t = time, and 0 are constants depending on the material and environmental conditions.
tTCd edt
dE00
Slide 28 © CSIR 2006 www.csir.co.za
Environmental Degradation ModelsEnvironmental Degradation Models
Partial model of uv rays caused degradation.General model of stiffness matrix degradation.General environmental degradation model
involving stress corrosion.
Slide 29 © CSIR 2006 www.csir.co.za
Environmental Degradation. The Environmental Degradation. The Stress Corrosion General Stress Corrosion General Model. Model.
Where ε is the strain and t’ = time of strain application.env (t) is the degradation function measuring
environmental degradation history.
'
'
''' dtdt
tdttCttenvt
t
Slide 30 © CSIR 2006 www.csir.co.za
Prediction Method in three stepladder Prediction Method in three stepladder
Slide 31 © CSIR 2006 www.csir.co.za
Prediction MethodPrediction Method
Exposure at constant environment.Monitoring the chemical structures change or
Measurement of the stress relaxation time or creep rate.
Determination of the degradation parameters based on the mathematical model.
Slide 33 © CSIR 2006 www.csir.co.za
Simulation in LaboratorySimulation in Laboratory
Chemical degradation of the Stiffness Matrix The model shows good accuracy but the precision needs improvement due to instrumental methods used
Stress Corrosion
Slide 34 © CSIR 2006 www.csir.co.za
Correlation Between the Model and Correlation Between the Model and Experimental ValuesExperimental Values
y = 0.0457x - 1.9291
R2 = 0.9734
0
10
20
30
40
50
60
70
80
90
100
0 500 1000 1500 2000 2500
Ed (Raman Intensity)
Te
nsil
e S
tre
ng
th (
MP
a)
R2=0.973
Slide 35 © CSIR 2006 www.csir.co.za
Simulation in LaboratorySimulation in Laboratory
Chemical degradation of the Stiffness Matrix The model shows good accuracy but the precision needs improvement due to instrumental methods used
Stress Corrosion
Slide 36 © CSIR 2006 www.csir.co.za
Relaxation under stresses only and under Relaxation under stresses only and under stress corrosionstress corrosion
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0 1000 2000 3000 4000 5000 6000
Relaxation time (secondes)
Stre
ss in
dex
(vol
ts)
relaxation under chemical degradation and mechanical stress
relaxation under mechanical stress only
Slide 37 © CSIR 2006 www.csir.co.za
Environmental Degradation Factor on the Environmental Degradation Factor on the Stiffness Matrix.Stiffness Matrix.
-0.4
-0.3
-0.2
-0.1
0
0.1
0.2
0.3
0.4
0.5
0 1000 2000 3000 4000 5000 6000
Degradation time (secondes)
Env
ironm
enta
l fun
ctio
n
'
'
''' dtdt
tdttCttenvt
t
Slide 38 © CSIR 2006 www.csir.co.za
Simulation in LaboratorySimulation in Laboratory
Chemical degradation of the Stiffness Matrix The model shows good accuracy but the precision needs improvement due to instrumental methods used
Stress Corrosion
Slide 39 © CSIR 2006 www.csir.co.za
CONCLUSIONCONCLUSION
A theoretical analysis of the environmental degradation process based on the transformation of the material rheology has been suggested.
Two comprehensive mathematical models have been derived for the chemical degradation and for the stress corrosion.
The simulation of these models in laboratory showed good correlation with experimental data.
Slide 40 © CSIR 2006 www.csir.co.za
AcknowledgementAcknowledgement
We wish to acknowledge the support from: Denel DST/NRF Centre of Excellence in Strong Materials ESKOM THRIP CSIR