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SLAB-D: service life analysis of bridge decks - decision support tool for life cycle management of bridge decks

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SLAB-D: service life analysis of bridge decks - decision support tool for life cycle management of bridge decks

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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

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• 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

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Concrete Structures – Research Thrusts

• Performance of damaged and

rehabilitated concrete structures

Introduction

• Development of innovative high performance concrete

infrastructure systems

• Development of decision

support tools for life cycle management of concrete structures

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Life cycle of a Bridge

Introduction

Design Construction Use Deterioration

Inspection Maintenance Rehabilitation Replacement Demolition/ Failure Deterioration Disposal Deterioration

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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

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• 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

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Example of a severely damaged RC bridge deck slab due to corrosion

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– 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

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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

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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)

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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

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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

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SLP Module - Models

Concrete deterioration

ƒ Based on thick-wall cylinder modelling of

concrete cover subjected to internal pressure induced by accumulating corrosion products

ƒ Damage accumulation depends on corrosion

rate, cover, bar spacing/diameter and concrete tensile strength

ƒ Failure modes: Internal cracking, surface

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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

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SLP Module

Corrosion propagation Corrosion products Internal Cracking Surface Cracking Spalling Delamination

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SLP Module

•Two types of analyses :

All parameters are entered as average values (or other) → Result is the average time to reach each limit state

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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 Resistance

Probability of Failure

Uncertainty

Environmental exposure

Loading (magnitude, time of occurrence)

Uncertainty

material properties

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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 e

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Main Features

ƒ Calculate Present Value Life Cycle Cost (PVLCC) for RC decks: construction, maintenance, repair and

rehabilitation costs of different options

ƒ Includes Users’ Costs in the PVLCC

Life Cycle Cost

Analysis Module

Life Cycle Construction Rehabilitation Repair Residual Value Routine Inspection Time (years) Expenditures ($)

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LCCA Module

Users Costs

Delay Costs

Vehicle Operating Costs

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