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Steel Corrosion in Concrete : Fundamentals and civil engineering practice /

"Poor durability of concrete is a major cause of problems in modern building and civil engineering structures in all countries: the annual cost of investigating and repairing deteriorating reinforced concrete structures runs into many millions of pounds. This book explains the fundamentals of t...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Bentur, Arnon (Autor), Berke, Neal (Autor), Diamond, Sidney (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Boca Raton, FL : CRC Press, 2014.
Edición:First edition.
Colección:Modern Concrete Technology
Temas:
Acceso en línea:Texto completo

MARC

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520 2 |a "Poor durability of concrete is a major cause of problems in modern building and civil engineering structures in all countries: the annual cost of investigating and repairing deteriorating reinforced concrete structures runs into many millions of pounds. This book explains the fundamentals of the corrosion of steel in concrete. It is comprehensive and provides a basis for the practising engineer to design concrete structures which avoid the problem using modern concepts and specifications. A limited discussion of corrosion measurement and repairs is also provided."--Provided by publisher. 
505 0 |a Cover; Title Page; Copyright Page; Contents; 1 Introduction; References; 2 Mechanisms of Steel Corrosion; 2.1 Corrosion Reactions; 2.2 Likelihood of Corrosion Occurring; 2.3 Corrosion Rates; References; 3 Relationships between Corrosion and the Structure and Properties of Concrete; 3.1 Structure of Concrete and of Cement Paste; 3.2 Chemistry of Concrete; References; 4 Corrosion of Steel in Concrete; 4.1 Introduction; 4.2 The Corrosion Initiation or Depassivation Stage; 4.2.1 Depassivation by Carbonation; 4.2.2 Depassivation by the Effect of Chloride Ions 
505 8 |a 4.3 Concrete Cover: Properties and Thickness4.3.1 Uncracked Concrete Cover; 4.3.1.1 Diffusion Processes and Diffusion Coefficients; 4.3.1.2 Chloride Ion Diffusion through Uncracked Concrete Cover; 4.3.1.3 Diffusion of CO2 and O2 through Uncracked Concrete; 4.3.1.4 Carbonation through Uncracked Concrete; 4.3.1.5 Electrical Resistivity of Uncracked Concrete; 4.3.1.6 Corrosion Rates in Uncracked Concrete Cover; 4.3.2 Cracked Concrete Cover; 4.3.3 Defects in Concrete Cover other than Cracks; References; 5 Corrosion Damage; 5.1 Damage in Conventionally Reinforced Concrete 
505 8 |a 5.2 Damage in Prestressed Concrete5.2.1 Ductile Versus Brittle Failure Modes; 5.2.2 Stress Corrosion Cracking; 5.2.3 Hydrogen Embrittlement; References; 6 Corrosion Measurements; 6.1 Theory; 6.2 Laboratory Corrosion Measurements; 6.2.1 Visual Techniques and Mass Loss; 6.2.2 Electrochemical Techniques; 6.2.2.1 Corrosion Potential; 6.2.2.2 Polarization Resistance; 6.2.2.3 Electrochemical Impedance Spectroscopy (EIS); 6.2.2.4 Cyclic Polarization; 6.2.2.5 Macrocell Techniques; 6.2.2.6 Potentiostatic/Galvanostatic Measurements; 6.2.2.7 Conductivity Measurements; 6.3 Field Measurements 
505 8 |a 6.3.1 Visual Inspection and Delamination Survey6.3.2 Potential Mapping; 6.3.3 Confirmation of Potential Mapping; 6.3.3.1 Detailed Visual Inspection; 6.3.3.2 Chloride and Carbonation Analysis; 6.3.3.3 Corrosion Rate Measurements; 6.3.3.4 Analysis of Cores; 6.3.3.5 Assessment of Epoxy-Coated Reinforcing Bars; References; 7 Corrosion Control; 7.1 Introduction; 7.2 Control of Carbonation; 7.2.1 Influences of Environmental Conditions; 7.2.2 Concrete Composition; 7.2.3 Curing; 7.3 Control of Chlorides; 7.3.1 Introduction; 7.3.2 Estimating Chloride Ingress 
505 8 |a 7.3.3 Influence of Environmental Conditions7.3.4 Composition of Concrete; 7.3.5 Curing; 7.4 Special Protection Measures for Severe Chloride Corrosion Environments; 7.4.1 High-Performance Concretes; 7.4.2 Corrosion Inhibitors; 7.4.2.1 Anodic Inhibitors; 7.4.2.2 Cathodic Inhibitors; 7.4.3 Sealers and Membranes; 7.4.3.1 Materials; 7.4.3.2 Application; 7.4.3.3 Carbonation Control; 7.4.3.4 Resistance to Chloride Diffusion and Moisture Penetration; 7.4.4 Coatings of Reinforcing Bars; 7.4.4.1 Galvanized Steel Reinforcement; 7.4.4.2 Epoxy-Coated Steel; 7.4.5 Cathodic Protection; References 
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