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Life-Cycle Design, Assessment, and Maintenance of Structures and Infrastructure Systems, 2019
- Contents
- Preface
- Contributors
- Chapter 1: Structural Deterioration Mechanisms [Go to Page]
- 1.1 Introduction
- 1.2 Material Deterioration in Concrete Structures [Go to Page]
- 1.2.1 Material Deterioration Caused by Carbonation
- 1.2.2 Material Deterioration Caused by Chloride Attack
- 1.2.3 Material Deterioration Caused by Frost Attack
- 1.2.4 Material Deterioration Caused by Chemical Attack
- 1.2.5 Material Deterioration Caused by the Alkali-Aggregate Reaction
- 1.3 Material Deterioration in Steel Structures [Go to Page]
- 1.3.1 Material Deterioration Caused by Corrosion
- 1.3.2 Corrosion Types on Steel Structures
- 1.3.3 Corrosion Protection Systems
- 1.3.4 Fatigue and Fracture in Steel Structures
- 1.4 Effect of Material Deterioration on the Structural Resistance of Concrete Structures
- 1.5 Effect of Material Deterioration on Structural Resistance of Steel Structures [Go to Page]
- 1.5.1 Corrosion
- 1.5.2 Fatigue
- 1.6 Other Deterioration Mechanisms
- References
- Chapter 2: Life-Cycle Performance of Deteriorating Structures [Go to Page]
- 2.1 Introduction
- 2.2 Deterioration Modeling [Go to Page]
- 2.2.1 Deterioration Patterns
- 2.2.2 Deterioration Rate
- 2.3 Fatigue and Corrosion in Steel Structures
- 2.4 Corrosion of Steel in Reinforced Concrete Structures [Go to Page]
- 2.4.1 Diffusion Processes
- 2.4.2 Corrosion Damage
- 2.5 Life-Cycle Structural Performance under Uncertainty [Go to Page]
- 2.5.1 Structural Performance Indicators
- 2.5.2 Reliability-Based Structural Performance Criteria
- 2.5.3 Uncertainty Over the Life-Cycle
- 2.6 Life-Cycle Reliability and Structural Lifetime [Go to Page]
- 2.6.1 Probability of Failure and Reliability Index
- 2.6.2 Structural Lifetime
- 2.6.3 Life-Cycle Cost Minimization
- 2.7 Conclusions
- References
- Chapter 3: Life-Cycle Performance of Infrastructure Networks [Go to Page]
- 3.1 Introduction
- 3.2 Structural Performance Analysis [Go to Page]
- 3.2.1 Reliability-Based Performance Analysis
- 3.2.2 Network Performance Analysis
- 3.2.3 Climate Change
- 3.3 Quantitative Performance Measures [Go to Page]
- 3.3.1 Risk
- 3.3.2 Sustainability
- 3.3.3 Resilience
- 3.4 Interdependency among Infrastructure Networks
- 3.5 Life-Cycle Assessment
- 3.6 Life-Cycle Optimal Management [Go to Page]
- 3.6.1 Cost-Benefit Analysis
- 3.6.2 Optimization
- 3.7 Conclusions
- References
- Chapter 4: Maintenance of Structures and Infrastructure Systems [Go to Page]
- 4.1 Introduction
- 4.2 Structural Performance Indicators [Go to Page]
- 4.2.1 Lifetime Functions
- 4.2.2 Structural Reliability Formulations
- 4.2.3 Other Performance Indicators
- 4.3 Maintenance Actions: Classification and Examples
- 4.4 Maintenance Scheduling Models
- 4.5 Role of Optimization in Maintenance Scheduling
- 4.6 Conclusions
- References
- Appendix A: Durability Design Criteria for Concrete Structures: An Overview of Existing Codes, Guidelines, and Specifications [Go to Page]
- A.1 Introduction
- A.2 Durability in US Codes, Guidelines, and Specifications [Go to Page]
- A.2.1 ACI Standards, Guidelines, and Reports
- A.2.2 SCG1: The Sustainable Concrete Guide—Strategies and Examples
- A.2.3 SCGA: The Sustainable Concrete Guide-Applications
- A.3 Durability in European Codes, Guidelines, and Standards [Go to Page]
- A.3.1 Eurocodes
- A.3.2 CEB and fib Bulletins
- A.3.3 Technical Committee Reports
- A.3.4 National Documents
- A.4 Durability in Japanese Codes, Guidelines, and Standards [Go to Page]
- A.4.1 JSCE Standard Design Specification for Concrete Structures-2007: ``Design''
- A.4.2 Design Standard for Railway Structures and Commentary (Concrete Structures) 2007, issued by the Railway Technical Research Institute
- A.4.3 Design Specification of Highway Bridges, Part III Concrete Bridges 2007, issued by the Japan Road Association
- A.5 Durability in Chinese Codes, Guidelines, and Standards [Go to Page]
- A.5.1 Corrosion Prevention Technical Specifications for Concrete Structures of Marine Harbor Engineering (JTJ 275-2000)
- A.5.2 Guide to Durability Design and Construction of Concrete Structures (CCES 01-2004; revised in 2005)
- A.5.3 Code for Design of Highway Reinforced Concrete and Pre-stressed Concrete Bridges and Culverts (JTG D62-2004)
- A.5.4 Specifications for Deterioration Prevention of Highway Concrete Structures (JTG/T B07-01-2006)
- A.5.5 Standard for Durability Assessment of Concrete Structures (CECS 220:2007)
- A.5.6 Code for Durability Design of Concrete Structures (GB/T 50476-2008)
- A.6 Durability in New Zealand Codes, Guidelines, and Standards [Go to Page]
- A.6.1 NZS 3101: Part 1: 2006 -The Design of Concrete Structures
- A.6.2 Transit New Zealand Bridge Manual
- A.7 International Standards [Go to Page]
- A.7.1 General Principles on Reliability for Structures: ISO 2394 (1998)
- A.7.2 Buildings and Constructed Assets-Service Life Planning: ISO 15686, All Parts (2000-2008)
- A.7.3 Bases for Design of Structures-Assessment of Existing Structures: ISO 13822 (2010)
- A.7.4 General Principles on the Design of Structures for Durability: ISO 13823 (2008)
- A.7.5 Durability-Service Life Design of Concrete Structures: ISO 16204 (2012)
- Appendix B: Survey on Life-Cycle Performance of Civil Structures and Infrastructure Systems [Go to Page]
- B.1 Introduction
- B.2 Survey Overview
- B.3 Survey Results
- B.4 Conclusions
- B.5 Acknowledgments
- References
- Index [Go to Page]
