Durability Design of Concrete Structures Phenomena, Modeling, and Practice

Durability Design of Concrete Structures Phenomena, Modeling, and Practice

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

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