Durability Design of Concrete Structures: Phenomena, Modeling, and Practice by Kefei Li
Contents of Durability Design of Concrete Structures
- Part I DETERIORATION OF CONCRETE MATERIALS
- Carbonation and Induced Steel Corrosion
- Phenomena and Observations
- Carbonation of Concrete
- Mechanisms
- Influential Factors
- Models
- Steel Corrosion by Carbonation
- Mechanism
- Influential Factors
- Models
- Basis for Design
- Structural Consequence
- Design Considerations
- Chloride Ingress and Induced Steel Corrosion
- Phenomena and Observations
- Chloride Ingress
- Mechanism
- Influential Factors
- Models
- Steel Corrosion by Chloride Ingress
- Mechanisms
- Influential Factors
- Models
- Basis for Design
- Structural Consequence
- Design Considerations
- Freeze–Thaw Damage
- Phenomena and Observations
- Mechanisms and Influential Factors
- Mechanisms
- Influential Factors
- Modeling for Engineering Use
- Model FT- : Critical Saturation Model
- Model FT- : Crystallization Stress Model
- Basis for Design
- Structural Consequence
- Design Considerations
- Leaching
- Phenomena and Observations
- Mechanisms and Influential Factors
- Mechanisms
- Influential Factors
- Modeling for Engineering Use
- Model L- : CH Dissolution Model
- Model L- : CH + C‐S‐H Leaching Model
- Further Analysis of Surface Conditions
- Basis for Design
- Structural Consequence
- Design Considerations
- Salt Crystallization
- Phenomena and Observations
- Mechanisms and Influential Factors
- Mechanisms
- Influential Factors
- Modeling for Engineering Use
- Model CT- : Critical Supersaturation Model
- Model CT- : Crystallization Stress Model
- Basis for Design
- Part II FROM MATERIALS TO STRUCTURES
- Deterioration in Structural Contexts
- Loading and Cracking
- Mechanical Loading
- Effect of Cracks: Single Crack
- Effect of Cracks: Multi‐cracks
- Multi‐fields Problems
- Thermal Field
- Moisture Field
- Multi‐field Problems
- Drying–Wetting Actions
- Basis for Drying–Wetting Actions
- Drying–Wetting Depth
- Moisture Transport under Drying–Wetting Actions
- Part III DURABILITY DESIGN OF CONCRETE STRUCTURES
- Durability Design: Approaches and Methods
- Fundamentals
- Performance Deterioration
- Durability Limit States
- Service Life
- Approaches and Methods
- Objectives
- Global Approaches
- Model‐based Methods
- Life Cycle Consideration
- Fundamentals for Life‐cycle Engineering
- Life‐cycle Cost Analysis
- Maintenance Design
- Durability Design: Properties and Indicators
- Basic Properties for Durability
- Chemical Properties
- Microstructure and Related Properties
- Transport Properties
- Mechanical Properties
- Fundamental Relationships
- Characterization of Durability‐related Properties
- Characterization of Chemical
- and Microstructural Properties
- Characterization of Transport and Mechanical Properties
- Durability Performance Tests
- Durability Indicators for Design
- Nature of Durability Indicators
- Durability Indicators for Deterioration
- Durability Indicators: State of the Art
- Durability Design: Applications
- Sea Link Project for Years
- Project Introduction
- Durability Design: The Philosophy
- Model‐based Design for Chloride Ingress
- Quality Control for Design
- High‐Integrity Container for Years
- High‐Integrity Container and Near‐Surface Disposal
- Design Context
- Design Models for Control Processes
- Model‐based Design for Years
- Further Considerations for Long Service Life Design
- Codes for Durability Design
- Codes and Standards: State of the Art
- Eurocode
- ACI Code
- JSCE Code
- China Codes
- GB/T : Design Basis
- Environmental Classification
- Design Lives and Durability Limit States
- Durability Prescriptions
- GB/T : Requirements for Durability
- Atmospheric Environment
- Freeze–Thaw Environment
- Marine and Deicing Salts Environments
- Sulfate Environment
- Post‐tensioned Prestressed Structures
