Corrosion of steel in concrete prevention, diagnosis, repair

Corrosion of steel in concrete prevention, diagnosis, repair /

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Bibliographic Details
Corporate Author: Ebooks Corporation
Other Authors: Bertolini, Luca
Format: Electronic eBook
Language:English
Published: Weinheim : Wiley-VCH, c2013.
Edition:2nd, completely rev. and enlarged ed.
Subjects:
Reinforced concrete > Corrosion.
Reinforcing bars > Corrosion.
Steel, Structural > Corrosion.
Online Access:Connect to this title online (unlimited simultaneous users allowed; 325 uses per year)

MARC

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082 0 4 |a 620.13723  |2 23 
245 0 0 |a Corrosion of steel in concrete  |h [electronic resource] :  |b prevention, diagnosis, repair /  |c Luca Bertolini, [and 4 others]. 
250 |a 2nd, completely rev. and enlarged ed. 
260 |a Weinheim :  |b Wiley-VCH,  |c c2013. 
300 |a 1 online resource (xix, 414 p.) :  |b ill. 
533 |a Electronic reproduction.  |b Perth, W.A.  |n Available via World Wide Web. 
588 |a Description based on online resource; title from digital title page (viewed on Jan. 30, 2014). 
505 0 0 |a Machine generated contents note:   |g 1.  |t Cements and Cement Paste --   |g 1.1.  |t Portland Cement and Hydration Reactions --   |g 1.2.  |t Porosity and Transport Processes --   |g 1.2.1.  |t Water/Cement Ratio and Curing --   |g 1.2.2.  |t Porosity, Permeability and Percolation --   |g 1.3.  |t Blended Cements --   |g 1.3.1.  |t Pozzolanic Materials --   |t Natural Pozzolana --   |t Fly Ash --   |t Silica Fume --   |g 1.3.2.  |t Ground Granulated Blast Furnace Slag --   |g 1.3.3.  |t Ground Limestone --   |g 1.3.4.  |t Other Additions --   |g 1.3.5.  |t Properties of Blended Cements --   |g 1.4.  |t Common Cements --   |g 1.5.  |t Other Types of Cement --   |t High Alumina Cement (HAC) --   |t Calcium Sulfoaluminate Cements (CSA) --   |t References --   |g 2.  |t Transport Processes in Concrete --   |g 2.1.  |t Composition of Pore Solution and Water Content --   |g 2.1.1.  |t Composition of Pore Solution --   |g 2.1.2.  |t Water in Concrete --   |t Capillary Water --   |t Adsorbed Water --   |t Interlayer Water --   |t Chemically Combined Water --   |g 2.1.3.  |t Water Content and Transport Processes --   |g 2.2.  |t Diffusion --   |g 2.2.1.  |t Stationary Diffusion --   |g 2.2.2.  |t Nonstationary Diffusion --   |g 2.2.3.  |t Diffusion and Binding --   |g 2.3.  |t Capillary Suction --   |g 2.4.  |t Permeation --   |g 2.4.1.  |t Water Permeability Coefficient --   |g 2.4.2.  |t Gas Permeability Coefficient --   |g 2.5.  |t Migration --   |g 2.5.1.  |t Ion Transport in Solution --   |g 2.5.2.  |t Ion Transport in Concrete --   |g 2.5.3.  |t Resistivity of Concrete --   |t Temperature Dependence --   |t Concrete Resistivity and Corrosion Rate --   |t Measuring Concrete Resistivity --   |g 2.6.  |t Mechanisms and Significant Parameters --   |t Correlations --   |t Presence of More Than One Transport Mechanism --   |t References --   |g 3.  |t Degradation of Concrete --   |g 3.1.  |t Freeze-Thaw Attack --   |g 3.1.1.  |t Mechanism --   |g 3.1.2.  |t Factors Influencing Frost Resistance --   |g 3.1.3.  |t Air-Entrained Concrete --   |g 3.2.  |t Attack by Acids and Pure Water --   |g 3.2.1.  |t Acid Attack --   |g 3.2.2.  |t Biogenic Sulfuric Acid Attack --   |g 3.2.3.  |t Attack by Pure Water --   |g 3.2.4.  |t Ammonium Attack --   |g 3.3.  |t Sulfate Attack --   |g 3.3.1.  |t External Sulfate Attack --   |t Protection --   |g 3.3.2.  |t Internal Sulfate Attack --   |t Prevention --   |g 3.4.  |t Alkali Silica Reaction --   |g 3.4.1.  |t Alkali Content in Cement and Pore Solution --   |g 3.4.2.  |t Alkali Silica Reaction (ASR) --   |t Presence and Quantity of Reactive Aggregate --   |t Alkali Content in the Pore Liquid of Concrete --   |t Type and Quantity of Cement --   |t Environment --   |t Prevention --   |g 3.5.  |t Attack by Seawater --   |t References --   |g 4.  |t General Aspects --   |g 4.1.  |t Initiation and Propagation of Corrosion --   |g 4.1.1.  |t Initiation Phase --   |g 4.1.2.  |t Propagation Phase --   |g 4.2.  |t Corrosion Rate --   |g 4.3.  |t Consequences --   |g 4.4.  |t Behavior of Other Metals --   |t References --   |g 5.  |t Carbonation-Induced Corrosion --   |g 5.1.  |t Carbonation of Concrete --   |g 5.1.1.  |t Penetration of Carbonation --   |g 5.1.2.  |t Factors That Influence the Carbonation Rate --   |t Humidity --   |t CO2 Concentration --   |t Temperature --   |t Concrete Composition --   |g 5.2.  |t Initiation Time --   |g 5.2.1.  |t Parabolic Formula --   |g 5.2.2.  |t Other Formulas --   |g 5.3.  |t Corrosion Rate --   |g 5.3.1.  |t Carbonated Concrete without Chlorides --   |g 5.3.2.  |t Carbonated and Chloride-Contaminated Concrete --   |t References --   |g 6.  |t Chloride-Induced Corrosion --   |g 6.1.  |t Pitting Corrosion --   |g 6.2.  |t Corrosion Initiation --   |g 6.2.1.  |t Chloride Threshold --   |t Chloride Binding --   |t Atmospherically Exposed Structures --   |t Submerged Structures --   |g 6.2.2.  |t Chloride Penetration --   |g 6.2.3.  |t Surface Content (Cs) --   |g 6.2.4.  |t Apparent Diffusion Coefficient --   |g 6.3.  |t Corrosion Rate --   |t Exceptions --   |t References --   |g 7.  |t Electrochemical Aspects --   |g 7.1.  |t Electrochemical Mechanism of Corrosion --   |t Polarization Curves --   |g 7.2.  |t Noncarbonated Concrete without Chlorides --   |g 7.2.1.  |t Anodic Polarization Curve --   |g 7.2.2.  |t Cathodic Polarization Curve --   |g 7.2.3.  |t Corrosion Conditions --   |g 7.3.  |t Carbonated Concrete --   |g 7.4.  |t Concrete Containing Chlorides --   |g 7.4.1.  |t Corrosion Initiation and Pitting Potential --   |g 7.4.2.  |t Propagation --   |g 7.4.3.  |t Repassivation --   |g 7.5.  |t Structures under Cathodic or Anodic Polarization --   |t References --   |g 8.  |t Macrocells --   |g 8.1.  |t Structures Exposed to the Atmosphere --   |t Coated Reinforcement --   |t Protection Effect --   |t Presence of Different Metals --   |t Other Macrocell Effects --   |g 8.2.  |t Buried Structures and Immersed Structures --   |t Differential Aeration in Buried Structures --   |t Structures Immersed in Seawater --   |t Rebars Not Entirely Embedded in Concrete --   |t Buried Structures Connected with Ground Systems --   |g 8.3.  |t Electrochemical Aspects --   |g 8.4.  |t Modeling of Macrocells --   |t References --   |g 9.  |t Stray-Current-Induced Corrosion --   |g 9.1.  |t DC Stray Current --   |g 9.1.1.  |t Alkaline and Chloride-Free Concrete --   |t First Precondition --   |t Second Precondition --   |g 9.1.2.  |t Passive Steel in Chloride-Contaminated Concrete --   |t Interruptions in the Stray Current --   |g 9.1.3.  |t Corroding Steel --   |g 9.2.  |t AC Stray Current --   |g 9.3.  |t High-Strength Steel --   |g 9.4.  |t Fiber-Reinforced Concrete --   |g 9.5.  |t Inspection --   |g 9.6.  |t Protection from Stray Current --   |t References --   |g 10.  |t Hydrogen-Induced Stress Corrosion Cracking --   |g 10.1.  |t Stress Corrosion Cracking (SCC) --   |t Anodic Stress Corrosion Cracking --   |t Hydrogen-Induced Stress Corrosion Cracking (HI-SCC) --   |g 10.2.  |t Failure under Service of High-Strength Steel --   |g 10.2.1.  |t Crack Initiation --   |g 10.2.2.  |t Crack Propagation --   |t σs and KISCC --   |g 10.2.3.  |t Fast Propagation --   |g 10.2.4.  |t Critical Conditions --   |g 10.2.5.  |t Fracture Surface --   |g 10.3.  |t Metallurgical, Mechanical and Load Conditions --   |g 10.3.1.  |t Susceptibility of Steel to HI-SCC --   |g 10.4.  |t Environmental Conditions --   |t Critical Intervals of Potential and pH --   |g 10.5.  |t Hydrogen Generated during Operation --   |t Noncarbonated and Chloride-Free Concrete --   |t Carbonated Concrete --   |t Concrete Containing Chlorides --   |t Cathodically Protected Structures --   |g 10.6.  |t Hydrogen Generated before Ducts Are Filled --   |g 10.7.  |t Protection of Prestressing Steel --   |t References --   |g 11.  |t Design for Durability --   |g 11.1.  |t Factors Affecting Durability --   |g 11.1.1.  |t Conditions of Aggressiveness --   |g 11.1.2.  |t Concrete Quality --   |g 11.1.3.  |t Cracking --   |g 11.1.4.  |t Thickness of the Concrete Cover --   |g 11.1.5.  |t Inspection and Maintenance --   |g 11.2.  |t Approaches to Service-Life Modeling --   |g 11.2.1.  |t Prescriptive Approaches --   |g 11.2.2.  |t Performance-Based Approaches --   |t Limit States and Design Equation --   |t Variability --   |g 11.3.  |t Approach of the European Standards --   |g 11.4.  |t fib Model Code for Service-Life Design for Chloride-Induced Corrosion --   |g 11.5.  |t Other Methods --   |g 11.6.  |t Additional Protection Measures --   |g 11.7.  |t Costs --   |t References --   |g 12.  |t Concrete Technology for Corrosion Prevention --   |g 12.1.  |t Constituents of Concrete --   |g 12.1.1.  |t Cement --   |g 12.1.2.  |t Aggregates --   |g 12.1.3.  |t Mixing Water --   |g 12.1.4.  |t Admixtures --   |t Water Reducers and Superplasticizers --   |g 12.2.  |t Properties of Fresh and Hardened Concrete --   |g 12.2.1.  |t Workability --   |t Measurement of Workability --   |g 12.2.2.  |t Strength --   |t Compressive Strength and Strength Class --   |t Tensile Strength --   |g 12.2.3.  |t Deformation --   |g 12.2.4.  |t Shrinkage and Cracking --   |g 12.3.  |t Requirements for Concrete and Mix Design --   |g 12.4.  |t Concrete Production --   |g 12.4.1.  |t Mixing, Handling, Placement and Compaction --   |g 12.4.2.  |t Curing --   |g 12.5.  |t Design Details --   |g 12.6.  |t Concrete with Special Properties --   |g 12.6.1.  |t Concrete with Mineral Additions --   |g 12.6.2.  |t High-Performance Concrete (HPC) --   |g 12.6.3.  |t Self-Compacting Concrete (SCC) --   |t References --   |g 13.  |t Corrosion Inhibitors --   |g 13.1.  |t Mechanism of Corrosion Inhibitors --   |g 13.2.  |t Mode of Action of Corrosion Inhibitors --   |g 13.3.  |t Corrosion Inhibitors to Prevent or Delay Corrosion Initiation --   |g 13.4.  |t Corrosion Inhibitors to Reduce the Propagation Rate of Corrosion --   |g 13.5.  |t Transport of the Inhibitor into Mortar or Concrete --   |g 13.6.  |t Field Tests and Experience with Corrosion Inhibitors --   |g 13.7.  |t Critical Evaluation of Corrosion Inhibitors --   |t Concentration Dependence --   |t Measurement and Control of Inhibitor Action --   |g 13.8.  |t Effectiveness of Corrosion Inhibitors --   |t References --   |g 14.  |t Surface Protection Systems --   |g 14.1.  |t General Remarks --   |g 14.2.  |t Organic Coatings --   |g 14.2.1.  |t Properties and Testing --   |g 14.2.2.  |t Performance --   |g 14.3.  |t Hydrophobic Treatment --   |g 14.3.1.  |t Properties and Testing --   |g 14.3.2.  |t Performance --   |g 14.4.  |t Treatments That Block Pores --   |g 14.5.  |t Cementitious Coatings and Layers --   |g 14.6.  |t Concluding Remarks on Effectiveness and Durability of Surface Protection Systems --   |t References --   |g 15.  |t Corrosion-Resistant Reinforcement --   |g 15.1.  |t Steel for Reinforced and Prestressed Concrete --   |g 15.1.1.  |t Reinforcing Bars --   |g 15.1.2.  |t Prestressing Steel --   |g 15.1.3.  |t Corrosion Behavior --   |g 15.2.  |t Stainless Steel Rebars --   |g 15.2.1.  |t Properties of Stainless Steel Rebars --   |t Chemical Composition and Microstructure --   |t Mechanical Properties --   |t Weldability --   |t Other Properties --   |g 15.2.2.  |t Corrosion Resistance --   |t Resistance to Pitting Corrosion --   |t Fields of Applicability --   |g 15.2.3.  |t Coupling with Carbon Steel --   |g 15.2.4.  |t Applications and Cost --   |g 15.2.5.  |t High-Strength Stainless Steels --   |g 15.3.  |t Galvanized Steel Rebars --   |g 15.3.1.  |t Properties of Galvanized Steel Bars --   |g 15.3.2.  |t Corrosion Resistance --   |g 15.3.3.  |t Galvanized Steel Tendons --   |g 15.4.  |t Epoxy-Coated Rebars --   |g 15.4.1.  |t Properties of the Coating --   |g 15.4.2.  |t Corrosion Resistance --   |g 15.4.3.  |t Practical Aspects --   |g 15.4.4.  |t Effectiveness --   |t References --   |g 16.  |t Inspection and Condition Assessment --   |g 16.1.  |t Visual Inspection and Cover Depth --   |g 16.2.  |t Electrochemical Inspection Techniques --   |g 16.2.1.  |t Half-Cell Potential Mapping --   |t Principle --   |t Procedure --   |t Data Collection and Representation --   |t Interpretation --   |g 16.2.2.  |t Resistivity Measurements --   |t Measurements at the Concrete Surface --   |t Procedure --   |t Interpretation --   |g 16.2.3.  |t Corrosion Rate -- 
505 0 0 |a Contents note continued:   |t Determination of the Polarization Resistance --   |t Execution of the Measurements --   |t Corrosion Rate Measurements Onsite --   |t Interpretation of the Results --   |g 16.3.  |t Analysis of Concrete --   |g 16.3.1.  |t Carbonation Depth --   |g 16.3.2.  |t Chloride Determination --   |t Chloride Profile Based on Cores or Powder Drilling --   |t Dissolution of the Powder --   |t Chemical Analysis --   |t Interpretation --   |t References --   |g 17.  |t Monitoring --   |g 17.1.  |t Introduction --   |g 17.2.  |t Monitoring with Nonelectrochemical Sensors --   |t Sensors Based on Macrocell Measurements --   |t Sensors Based on Indepth Resistivity Measurements --   |t Macrocell Corrosion Monitoring --   |t Relative Humidity Sensors --   |g 17.3.  |t Monitoring with Electrochemical Sensors --   |t Corrosion Potential --   |t Linear Polarization Resistance (LPR) --   |t Chloride Content --   |t pH Monitoring --   |t Oxygen-Transport Monitoring --   |g 17.4.  |t Critical Factors --   |t Objective of Monitoring --   |t Monitoring Design --   |t Choice of Sensors and Probes --   |g 17.5.  |t On the Way to "Smart Structures" --   |g 17.6.  |t Structural Health Monitoring --   |t References --   |g 18.  |t Principles and Methods for Repair --   |g 18.1.  |t Approach to Repair --   |g 18.1.1.  |t Repair Options --   |g 18.1.2.  |t Basic Repair Principles --   |g 18.2.  |t Overview of Repair Methods for Carbonated Structures --   |g 18.2.1.  |t Methods Based on Repassivation --   |t Conventional Repair --   |t Repassivation with Alkaline Concrete or Mortar --   |t Electrochemical Realkalization --   |t Cathodic Protection --   |g 18.2.2.  |t Reduction of the Moisture Content of the Concrete --   |g 18.2.3.  |t Coating of the Reinforcement --   |g 18.3.  |t Overview of Repair Methods for Chloride-Contaminated Structures --   |g 18.3.1.  |t Methods Based on Repassivation --   |t Repassivation with Alkaline Mortar or Concrete --   |t Electrochemical Chloride Removal (ECR) --   |g 18.3.2.  |t Cathodic Protection --   |g 18.3.3.  |t Other Methods --   |t Hydrophobic Treatment --   |t Coating of the Reinforcement --   |t Migrating Inhibitors --   |g 18.4.  |t Design, Requirements, Execution and Control of Repair Works --   |t References --   |g 19.  |t Conventional Repair --   |g 19.1.  |t Assessment of the Condition of the Structure --   |g 19.2.  |t Removal of Concrete --   |g 19.2.1.  |t Definition of Concrete to be Removed --   |t Carbonation-Induced Corrosion --   |t Chloride-Induced Corrosion --   |t Variability --   |g 19.2.2.  |t Techniques for Concrete Removal --   |g 19.2.3.  |t Surface Preparation --   |g 19.3.  |t Preparation of Reinforcement --   |g 19.4.  |t Application of Repair Material --   |g 19.4.1.  |t Requirements --   |t Alkalinity and Resistance to Carbonation and Chloride Penetration --   |t Cover Thickness --   |t Rheology and Application Method --   |t Bond to the Substrate and Dimensional Stability --   |t Mechanical Properties --   |g 19.4.2.  |t Repair Materials --   |g 19.4.3.  |t Specifications and Tests --   |g 19.5.  |t Additional Protection --   |t Corrosion Inhibitors --   |t Surface Treatment of Concrete --   |t Coating of Rebars --   |g 19.6.  |t Strengthening --   |t References --   |g 20.  |t Electrochemical Techniques --   |g 20.1.  |t Development of the Techniques --   |g 20.1.1.  |t Cathodic Protection --   |g 20.1.2.  |t Cathodic Prevention --   |g 20.1.3.  |t Electrochemical Chloride Removal --   |g 20.1.4.  |t Electrochemical Realkalization --   |g 20.2.  |t Effects of the Circulation of Current --   |g 20.2.1.  |t Beneficial Effects --   |t Reactions on the Steel Surface --   |t Migration --   |g 20.2.2.  |t Side Effects --   |t Hydrogen Embrittlement --   |t Alkali Aggregate Reaction --   |t Loss of Bond Strength --   |t Anodic Acidification --   |g 20.2.3.  |t How Various Techniques Work --   |g 20.3.  |t Cathodic Protection and Cathodic Prevention --   |g 20.3.1.  |t Cathodic Protection of Steel in Chloride-Contaminated Concrete --   |g 20.3.2.  |t Cathodic Prevention --   |g 20.3.3.  |t Cathodic Protection in Carbonated Concrete --   |g 20.3.4.  |t Throwing Power --   |g 20.3.5.  |t Anode System --   |g 20.3.6.  |t Practical Aspects --   |t Design --   |t Anode System --   |t Power System --   |t Electrical Connections --   |t Zones --   |t Repair Materials --   |t Monitoring System --   |t Trials --   |t Execution --   |t Operation and Maintenance --   |g 20.3.7.  |t Service Life --   |g 20.3.8.  |t Numerical Modeling --   |g 20.4.  |t Electrochemical Chloride Extraction and Realkalization --   |g 20.4.1.  |t Electrochemical Chloride Extraction --   |t Treatment Effectiveness --   |t Durability after Chloride Extraction --   |t Trials --   |t Monitoring of the Process --   |t Monitoring after Treatment --   |t Side Effects --   |g 20.4.2.  |t Electrochemical Realkalization --   |t End-Point Determination and Treatment Effectiveness --   |t Influence of the Cement Type --   |t Durability --   |t Side Effects --   |g 20.4.3.  |t Practical Aspects --   |t References. 
504 |a Includes bibliographical references and index. 
650 0 |a Reinforced concrete  |x Corrosion. 
650 0 |a Reinforcing bars  |x Corrosion. 
650 0 |a Steel, Structural  |x Corrosion. 
700 1 |a Bertolini, Luca. 
710 2 |a Ebooks Corporation 
776 0 8 |i Print version:  |a Bertolini, Luca  |t Corrosion of Steel in Concrete : Prevention, Diagnosis, Repair  |d Weinheim : Wiley, c2013  |z 9783527331468 
856 4 0 |u https://ebookcentral.proquest.com/lib/santaclara/detail.action?docID=1138979  |z Connect to this title online (unlimited simultaneous users allowed; 325 uses per year)  |t 1 
907 |a .b2656029x  |b 240604  |c 141204 
998 |a uww  |b    |c m  |d z   |e y  |f eng  |g gw   |h 0 
919 |a .ulebk  |b 2014-10-15 
915 |a YBP DDA - Also in ProQuest Academic Complete 
999 f f |i dc1499aa-fd4c-5c1f-959c-781ac978f246  |s 3cf56ef4-0517-5622-bce4-b80d626ef96d  |t 1 

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