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SLAB-D: service life analysis of bridge decks - decision support tool for life cycle management of bridge decks
http://irc.nrc-cnrc.gc.ca S L A B - D S e r v i c e l i f e a n a l y s i s o f b r i d g e d e c k s – d e c i s i o n s u p p o r t t o o l f o r l i f e c y c l e m a n a g e m e n t o f b r i d g e d e c k s , v e r s i o n 1 . 0 2 0 0 6 I R C - O R A L - 8 4 9 D a i g l e , L . ; L o u n i s , Z . F e b r u a r y 1 3 , 2 0 0 8
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Decision Support Tool for Life Cycle Management of Bridge Decks
• Buried Utilities
• Concrete Structures
• Centre for Sustainable Infrastructure Research (CSIR) in Regina Construction codes and guides Urban Infrastructures Building Envelope and Structure
Indoor Environment Fire
Research
Introduction
Institute for Research in
Concrete Structures – Research Thrusts
• Performance of damaged andrehabilitated concrete structures
Introduction
• Development of innovative high performance concrete
infrastructure systems
• Development of decision
support tools for life cycle management of concrete structures
Life cycle of a Bridge
Introduction
Design Construction Use Deterioration
Inspection Maintenance Rehabilitation Replacement Demolition/ Failure Deterioration Disposal Deterioration
Bridge facts
– in Canada 45% of our 80 000 bridges are older than 40 years
– bridges deteriorate with time – more than 50% of bridges are
structurally/functionally deficient – investment backlog ≈ $10 billion
– typically owners have thousands of bridges/structures
• Causes of deterioration & failure
– increased truck load & volume of traffic – inadequate design, construction and
maintenance
– aggressive environment/corrosion
Introduction
• Consequences of deterioration/failure
– reduced safety, serviceability and service life – increased risk of fatalities/injuries
– increased maintenance and user costs – increased environmental impact
Example of a severely damaged RC bridge deck slab due to corrosion
– identify critical bridges/components
– identify optimal maintenance strategies – optimize the design of new bridges
– extend service life of bridges
– determine required funding over life cycle – minimize life cycle costs
Life Cycle Management
of Bridges
SLP
Service Life Prediction
LCCA
Life Cycle Cost Analysis
SLAB-D: Decision Support tool for Service Life
Analysis of Bridge Decks
Life Cycle Management
of Bridges
SLP Module
Based on physical models that describe the three stages of concrete deterioration due to corrosion Concrete contamination by chloride (de-icing salts) TIME Corrosion of reinforcing steel Concrete deterioration (cracking, spalling, delamination)
SLP Module - Models
Chloride contamination
Cl- Model is based on modified
Fick’s 2nd law of diffusion
Chloride content in concrete at (x,t) depends on diffusion coefficient and surface
Corrosion of reinforcing steel
Cl- Corrosion resistance of rebar defined by Chloride
threshold value
Fick’s 2nd law of diffusion
with two set boundaries
Cl- = Cth
SLP Module - Models
Concrete deterioration
Based on thick-wall cylinder modelling of
concrete cover subjected to internal pressure induced by accumulating corrosion products
Damage accumulation depends on corrosion
rate, cover, bar spacing/diameter and concrete tensile strength
Failure modes: Internal cracking, surface
SLP Module
Service Life model in SLAB-D can predict the time it takes to reach anyone of the six limits states:
• Critical chloride contamination of deck
• Onset of corrosion
• Onset of internal cracking
• Onset of surface cracking
• Onset of spalling
SLP Module
Corrosion propagation Corrosion products Internal Cracking Surface Cracking Spalling DelaminationSLP Module
•Two types of analyses :
All parameters are entered as average values (or other) → Result is the average time to reach each limit state
SLP Module
•Two types of analyses : Probabilistic
Load R el at ive F re q u e n c y Load Resistance Resistance
Mean Load
<
Mean ResistanceProbability of Failure
Uncertainty
Environmental exposure
Loading (magnitude, time of occurrence)
Uncertainty
material properties
Norm al C o n c ret e Norm al C o n c ret e
SLP Module
Norma l Con c rete Norm al C o n c ret eMain Features
Calculate Present Value Life Cycle Cost (PVLCC) for RC decks: construction, maintenance, repair and
rehabilitation costs of different options
Includes Users’ Costs in the PVLCC
Life Cycle Cost
Analysis Module
Life Cycle Construction Rehabilitation Repair Residual Value Routine Inspection Time (years) Expenditures ($)LCCA Module
–
Users Costs•
Delay Costs
•
Vehicle Operating Costs
•