<ul><li>Preface</li><li>Chapter 1: Corrosion Behaviour of Materials and Structures</li><li>The Behavior Study of Reinforced Concrete in an Aggressive Environment</li><li>Corrosion Behaviors of Reinforcing Steel in Concrete with Various Moisture Contents</li><li>Deterioration of Transportation Infrastructures: Corrosion of Reinforcements in Concrete Structures</li><li>Review on Design Consideration and Code Provisions on Corrosion Resistant Reinforcing Bars</li><li>Research on the Durability of Reinforced Concrete under the Seawater Environment</li><li>Investigation of Biostability of Concrete Constructions for Special Purpose</li><li>Experimental Study and Mechanism on the Corrosion of Stressed Reinforcement Bars</li><li>Selection and Durability of Stainless Steels for Civil Engineering Applications</li><li>Corrosive Environment Factors and their Influence on the Development of Weathering Steel Corrosion Products</li><li>The Effect of Chloride on Carbon Steel Reinforcement Corrosion</li><li>Resistance of Chlorides-Induced Corrosion of Steel Bar Embedded in CNTs-OH Modified Concrete</li><li>Effect of Chloride-Induced Steel Corrosion on Working Life of Concrete Structures</li><li>Examining the Effect of Asphalt Plant Surplus Filler on Water and Chloride Ion Permeability of Cement Mortar</li><li>Determination of Time Dependent Diffusion Coefficient Aging Factor of HPC Mixtures</li><li>Influences of Repair Materials Properties on Reinforcement Corrosion-Induced Cover Cracking Time</li><li>Service Life Extension and CO<sub>2</sub> Emission due to Silane Treatment on Chloride-Exposed Concrete Structures</li><li>Determining Criteria for Assessment of RC Structures Affected by Carbonation-Induced Corrosion</li><li>Determination of Concrete Resistance to Corrosive Effects of Water with Aggressive CO<sub>2</sub> Using Model Mortars</li><li>Identifying Concrete Resistance to Corrosion by Deionised Water with Aggressive Carbon Dioxide</li><li>Influence of Biocorrosion on Concrete Properties</li><li>Experiment Study on Degradation Laws of Sulfuric Acid Corrosion Reinforcements</li><li>Chemical Attacks in Geopolymeric Materials by Sulfuric Acid and Hydrochloric Acid</li><li>Effect of Silica Fume and Fly Ash on Compressive Strength and Weight Loss of High Strength Concrete Material in Sulfuric and Acetic Acid Attack</li><li>Comparison of Degradation of Concretes with High Portions of Mineral Additions and Ordinary Portland Cement Based Concretes due to Simulated Acidic Rain</li><li>Durability of Two Types of HPC at Sulphate Solution Environment</li><li>Simple Comparison of Different Concrete Resistance to Sulphate-Induced Corrosion</li><li>Comparison of Resistance of Concrete for Sewage Pipes to Sulphate Corrosion Using Model Mortars</li><li>Fire Resistance of Reinforced Concrete Corrosion-Damaged Columns of the "Standard" Fire</li><li>Estimation of Factors of Aggressive Influence and Corrosion Wear of Underground Structures</li><li>Corrosivity Evaluation of Steel Members near the Air-Liquid Interface Using a Ground Corrosion Sensor</li><li>Experimental Study on Corrosion Behaviour of Concrete Containing Bottom Ash as Partial Replacement of Fine Aggregate</li><li>Preliminary Study of Corrosion Behavior on Carbon Steel Rebar in Mortar Mixed with Tin Slag as Partial Substitute Cementious Material under 3.5% NaCl Environment Using Electrochemical</li><li>Study of Corrosion Damage of Glass Fibers in Textile Fiberglass Reinforcement under Expositions Simulating Concrete Environment</li><li>Influence of Type of Alkaline Activator on Durability of Alkali Activated Concrete Using Aggregates Capable to Alkali-Silica Reaction</li><li>Carbonation Resistance of Sustainable Concrete Using Recycled Aggregate and Supplementary Cementitious Materials</li><li>Modification of Concrete with Polymer Additives Based on Secondary Resources</li><li>Composite Reinforcement as a Way to Increase the Durability of Building Structures</li><li>Mechanical and Shrinkage Behaviors of Ductile Fiber-Reinforced Polymer Repair Mortar</li><li>Increasing the Strength and Reliability of the Jetty Pile Structure with the Application of Glass Fiber Reinforced Polymer</li><li>Modification of Masonry Mortar and Structure of Ceramic Bricks to Reduce Efflorescence</li><li>Effect of Addition of Chromate to Concrete on the Bond Strength of Hot-Dip Galvanized Ribbed Rebar at Ambient Temperature</li><li>Micro-Mechanical Properties of Individual Phases in Cement Pastes under Brine Solution Using Nanoindentation and Scanning Electron Microscopy</li><li>Corrosion of Steel Reinforcements in Concretes of Non-Coastal Areas - Case Study: Kigali, Rwanda</li><li>Corrosion Rate Estimation in Steel Sheet Pile Walls - Comparison between Empirical Models and Eurocode 3, Part 5</li><li>Effect of Different Corroding Media on the Corrosion Rate of Locally Produced Thermo Mechanically Treated (TMT) High Strength Structural Steel Bar</li><li>Improving the Cement Systems Corrosion Resistance Based on Clogging Theory</li><li>Effect of Water Conditions on Macro-Cell Corrosion Potential Difference and Current Density of Reinforcing Steel in Concrete</li><li>Structural Transformations of Cement Stone in Conditions of Development of the Biocenosis of a Poultry Enterprise</li><li>Prestressing Steel Ropes - Corrosion Impact on its Properties</li><li>The Ability to Determine the Degree of Damage to Welds Depending on Damage to the Welding Elements</li><li>Research Progress on the Effect of Stray Current on Properties of Cement-Based Materials in China</li><li>Assessment of Corrosion Effects on Railway Bridges in the Middle Area of Vietnam Using Multibody Dynamics Approach</li><li>A Model for Bond Strength in Presence of Corrosion in Concrete</li><li>Application of Experiment Planning Methods in Researching of Reinforced Concrete Constructions Corrosion Process</li><li>Corrosion Wastage Models for Steel Structures: Literature Review and a New Interpretative Formulation for Wrought Iron Alloys</li><li>Chapter 2: Corrosion Protection of Materials and Structures</li><li>The Impact of Electrochemical Chloride Extraction on Reinforced Bond</li><li>The Effect of the Variation of Input Parameters on the Onset of Corrosion of the Bridge Deck Exposed to Chlorides Considering Selected Reinforcement Protection</li><li>Technology and Properties of Composite Materials with Modifier of Chloride Aluminum</li><li>Resistance of Surface Layers of Concrete against Aggressive Environment</li><li>Expansion of Concrete Functionality due to Use of New Hydrophobic Additives</li><li>Effect of Geopolymer Coating on Mild Steel</li><li>Coating Thickness of Reinforced Concrete Affecting to Cathodic Polarization and Cyclic Voltammogram of Reinforced Steel</li><li>Evaluation on the Addition of Inhibitor and Surface Treatment to Corrosion Behavior of the Reinforced Steel Bar Embedded in Mortar Specimen</li><li>An Experiment on Bond-Slip Behavior of Epoxy Coated Rebar Made by IGBT Method</li><li>Corrosion Resistance of Polyester Powder Coatings Using Fillers of Various Chemical Nature</li><li>Improving the Bio-Resistance of Cement Concretes by Means of Fungicidal Poly-Functional Modifiers</li><li>Deterioration Characteristics of Overlapping Layers between Al-5Mg Thermal Spray Coating and Heavy-Duty Paint Coating</li><li>Efficiency of Impressed Current Cathodic Protection in Repaired Reinforced Concrete</li><li>Corrosion of Aluminum Alloy Used as Sacrificial Anode for Steel Embedded Concrete Transmission Tower in Brackish Mud</li><li>Synthesis and Characterization of Eu-Doped SrTiO<sub>3</sub> Photocatalytic Materials Using in the Cathodic Protection of 304 Stainless Steel</li><li>Development of Sacrificial Anode Usable in High Specific Resistivity Solution by Parameter of Addition of NaCl</li><li>Possibility Justification of Application of the Mecanochemical Method during Preparation of the Metal Structures' Surfaces under Repair and Reconstruction</li><li>The Reinforced Concrete Reinforcement Corrosion Degradation Inhibition with Nitrates of Alkali and Alki-Earth Metals</li></ul>