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Corrosion and corrosion protection of wind power structures in marine environments. Volume 1, Introduction and corrosive loads /

Corrosion and Corrosion Protection of Wind Power Structures in Marine Environments: Volume 1: Introduction and Corrosive Loads offers the first comprehensive review on corrosion and corrosion protection of offshore wind power structures. The book provides extensive discussion on corrosion phenomena...

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Библиографические подробности
Главный автор: Momber, Andreas W., 1959- (Автор)
Формат: Электронный ресурс eКнига
Язык:английский
Опубликовано: London, United Kingdom ; San Diego, CA, United States : Academic Press, [2024]
Серии:Wind energy engineering series.
Предметы:
Wind power.
Renewable energy sources > Materials.
Corrosion and anti-corrosives.
Wind power plants > Design and construction.
Corrosion resistant materials.
Énergie éolienne.
Énergies renouvelables > Matériaux.
Matériaux résistant à la corrosion.
wind power.
Corrosion and anti-corrosives
Corrosion resistant materials
Wind power
Online-ссылка:ScienceDirect
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Оглавление:
  • Front Cover
  • Corrosion and Corrosion Protection of Wind Power Structures in Marine Environments
  • Copyright Page
  • Contents of Volume 1
  • Contents of Volume 2
  • Foreword
  • 1 Introduction
  • 1.1 Offshore wind power structures
  • 1.1.1 General structure
  • 1.1.1.1 General structure of an offshore wind farm
  • 1.1.1.2 Wind turbines
  • 1.1.1.3 Substations
  • 1.1.2 Structural parts of offshore wind power structures
  • 1.1.2.1 Primary structural parts
  • 1.1.2.2 Secondary structural parts
  • 1.1.2.3 Special structural parts
  • 1.2 Corrosion as an economic parameter
  • 1.2.1 Loading collective for offshore wind power structures
  • 1.2.1.1 Stress regime for offshore wind power structures
  • 1.2.1.2 Inspection and repair
  • 1.2.1.3 Failure analysis
  • 1.2.2 Cost issues
  • 1.2.2.1 Cost structure
  • 1.2.2.2 Impact of anticorrosion solutions on costs
  • 1.2.2.3 Life cycle costs for floating offshore wind farms
  • 1.2.2.4 Costs for repair and maintenance
  • 1.2.2.5 Future trends in offshore wind power
  • 1.3 Corrosion as a design parameter
  • 1.3.1 Introduction
  • 1.3.2 Structural reliability
  • 1.3.2.1 Performance indicators
  • 1.3.2.2 Structural reliability index
  • 1.3.2.3 Limit state functions
  • 1.3.2.4 Reverse strength ratio
  • 1.3.3 Design of steel structures for offshore applications
  • 1.3.3.1 General fatigue design
  • 1.3.3.2 Tubular members of offshore structures
  • 1.3.3.3 Fatigue reassessment for lifetime extension
  • 1.3.4 Axial loads
  • 1.3.4.1 Axial stress on steel members
  • 1.3.4.2 Compressive strength under axial loads
  • 1.3.5 Bending of steel plates and beams
  • 1.3.5.1 General bending of steel plates
  • 1.3.5.2 Vertical bending of steel box girders
  • 1.3.5.3 Bending of steel beams
  • 1.3.6 Tensile properties
  • 1.3.6.1 Tensile properties at long-term corrosion
  • 1.3.6.2 Tensile properties after periodic salt spray test.
  • 1.3.6.3 Tensile strength of corroded cleaned specimens
  • 1.3.6.4 Plastic collapse of corroded plates
  • 1.3.7 Time-varying ultimate strength
  • 1.3.8 Stress concentration factors of structural offshore construction elements
  • 1.3.9 Corrosion-stress interactions
  • 1.3.10 Degradation during electrochemical corrosion and salt spray corrosion
  • 1.3.11 Pitting corrosion
  • 1.3.11.1 Shear strength reduction of pitted steel plates
  • 1.3.11.2 Strength reduction of pitted steel plates under quasistatic tensile load
  • 1.3.11.3 Resistance of pitted steel plates against compressive stresses
  • 1.3.11.4 Resistance of pitted tubular members under compressive stresses
  • 1.3.11.5 Resistance of pitted coated steel plates under tensile stress
  • 1.3.11.6 Tensile properties of pitted low-carbon steel
  • 1.3.11.7 Stress concentration parameters of pitted steel
  • 1.3.11.8 Ultimate strength of pitted pressure-resistant aluminum shells
  • 1.3.11.9 Buckling of steel plates
  • 1.3.11.10 Pure bending of pitted plates
  • 1.3.11.11 Mechanical properties of thin steel plates
  • 1.3.11.12 Structural reliability of offshore pipelines
  • 1.3.11.13 Free vibrations of pitted steel plates
  • 1.3.11.14 Fatigue strength of pitted steel wires
  • 1.3.12 Combination of uniform corrosion and pitting corrosion
  • 1.3.13 Fatigue and corrosion
  • 1.3.13.1 General corrosion effects
  • 1.3.13.2 Stress-cycle diagrams
  • 1.3.13.3 Crack growth rates
  • 1.3.13.4 Stress concentration
  • 1.3.13.5 Coupled corrosion overload
  • 1.3.13.6 Structural reliability assessment of offshore wind turbines
  • 1.3.13.7 Fatigue of mooring lines
  • 1.3.14 Stress corrosion cracking
  • 1.3.15 Reliability of corroded harbor infrastructures
  • 1.3.16 Strength degradation of offshore jacket structures
  • 1.3.17 Offshore jacket structure corrosion
  • 1.3.18 Seismic performance of offshore structures.
  • 1.3.19 Reliability analysis of offshore structures under marine corrosion
  • 1.3.19.1 Reliability analysis of offshore jacket foundations
  • 1.3.19.2 Reliability analysis for steel plates in marine environments
  • 1.3.20 Global sensitivity analysis
  • 1.3.21 Risk-based asset integrity management for offshore wind farms
  • 1.3.22 Corrosion of offshore wind power monopile foundations
  • 1.3.22.1 Homogeneous corrosion of offshore wind power monopile foundations
  • 1.3.22.2 Localized corrosion of offshore wind turbine monopile foundations
  • 1.3.23 Corroded jacket platform considering decommissioning events
  • 1.3.24 Reliability of mild steel welds
  • 1.3.25 Reliability of mooring chains
  • 1.3.26 Stability of weathering steel parts in marine environment
  • 1.3.27 Comparison of strength reduction models
  • 1.3.28 Effects of corrosion on natural vibrations
  • 1.4 Corrosion protection
  • 1.4.1 General principles
  • 1.4.2 Principles for offshore wind power structures
  • 1.4.3 Corrosion protection concept
  • 1.4.3.1 General considerations
  • 1.4.3.2 Coating concept
  • 1.4.3.3 Electrochemical protection concept
  • 1.4.3.4 Other protection measures
  • 2 Corrosion
  • 2.1 Some basic relationships
  • 2.1.1 Corrosion elements
  • 2.1.2 Potential and galvanic series
  • 2.1.2.1 Galvanic series for seawater
  • 2.1.2.2 Galvanic series for seawater tidal zone
  • 2.1.3 Pourbaix diagrams
  • 2.1.3.1 Theoretical Pourbaix diagrams
  • 2.1.3.2 Practical Pourbaix diagrams
  • 2.1.4 Polarization diagrams
  • 2.1.4.1 General polarization curves
  • 2.1.4.2 Polarization curves
  • 2.1.5 Passivation
  • 2.1.6 Corrosion rate estimation
  • 2.1.6.1 Corrosion monitoring techniques
  • 2.1.6.2 Electrochemical methods
  • 2.1.6.3 Gravimetric methods
  • 2.1.6.4 Limitations and problems
  • 2.1.6.5 Polarization resistance
  • 2.1.6.6 Electrochemical impedance spectroscopy.
  • 2.1.7 Corrosion threshold estimation
  • 2.2 Corrosion systems
  • 2.2.1 Corrosion
  • 2.2.2 Corrosion system
  • 2.2.2.1 General structure of a corrosion system
  • 2.2.2.2 Media
  • 2.2.2.3 Materials
  • 2.3 Types of corrosion
  • 2.3.1 Corrosion without mechanical loads
  • 2.3.2 Corrosion with mechanical loads
  • 2.3.3 Corrosion type appearance
  • 2.3.4 Corrosion types on offshore structures and offshore wind power structures
  • 2.3.5 Uniform corrosion
  • 2.3.6 Pitting corrosion
  • 2.3.7 Crevice corrosion
  • 2.3.8 Stress corrosion cracking
  • 2.3.9 Corrosion fatigue
  • 2.3.10 Bimetallic corrosion
  • 2.3.11 Microbiologically influenced corrosion
  • 2.3.12 Tribo-corrosion
  • 2.3.13 Selective corrosion
  • 2.3.14 Weld corrosion
  • 2.4 Corrosion effects and damages
  • 2.4.1 General considerations
  • 2.4.2 Corrosion surface morphology
  • 2.5 Corrosion models
  • 2.5.1 Introduction
  • 2.5.1.1 Model classification
  • 2.5.1.2 Distribution functions
  • 2.5.2 Single-stage power-law corrosion model ("standard" model)
  • 2.5.2.1 General model structure
  • 2.5.2.2 Power-law model parameter A
  • 2.5.2.3 Power-law model exponent B
  • 2.5.2.4 Interactions between A and B
  • 2.5.2.5 Corrosion rate
  • 2.5.3 Two-stage power-law corrosion model
  • 2.5.3.1 Marine atmosphere exposure
  • 2.5.3.2 Simulated wet-dry cyclic corrosion
  • 2.5.4 Intercept power-linear corrosion models
  • 2.5.4.1 Constant-intercept power-linear model
  • 2.5.4.2 Variable-intercept power-linear corrosion model
  • 2.5.5 Linear regression corrosion models
  • 2.5.5.1 Two-level linear model for atmospheric corrosion
  • 2.5.5.2 Corrosion loss of carbon steel in marine atmospheres
  • 2.5.5.3 Corrosion in subtropical marine atmosphere
  • 2.5.5.4 Corrosion in tropical marine atmosphere
  • 2.5.5.5 Corrosion in seawater
  • 2.5.5.6 Corrosion in soil
  • 2.5.6 Exponential corrosion models.
  • 2.5.6.1 Exponential-linear models
  • 2.5.6.2 Discrete exponential model
  • 2.5.7 Cumulative damage function
  • 2.5.8 Corrosion model with coating deterioration
  • 2.5.9 Statistical corrosion models
  • 2.5.9.1 Parameter distribution models
  • 2.5.9.2 Factorial design
  • 2.5.10 Nonlinear time-variant corrosion models
  • 2.5.10.1 General approach
  • 2.5.10.2 Stochastic approach
  • 2.5.10.3 Multiple-step time-variant corrosion model
  • 2.5.11 Bi-modal corrosion model
  • 2.5.11.1 General structure of the model
  • 2.5.11.2 Solution for diffusion-controlled corrosion
  • 2.5.12 Two-parameter Weibull corrosion model
  • 2.5.13 Incremental corrosion models
  • 2.5.13.1 Incremental model
  • 2.5.13.2 Weighted sum approach
  • 2.5.14 Zonal offshore corrosion model
  • 2.5.15 Corrosion model for local environmental conditions
  • 2.5.16 Local probabilistic corrosion model
  • 2.5.17 Spatiotemporal corrosion models
  • 2.5.17.1 Marine environment
  • 2.5.17.2 Offshore structures
  • 2.5.17.3 Monte Carlo simulations
  • 2.5.18 Physicochemical corrosion model
  • 2.5.19 Mathematical model
  • 2.5.20 Multiscale corrosion models
  • 2.5.20.1 Atmospheric metal corrosion
  • 2.5.20.2 Corrosion of ferrous metals in soils
  • 2.5.21 Artificial Intelligence-based models
  • 2.5.21.1 Performance parameters
  • 2.5.21.2 Artificial neural network calculations
  • 2.5.21.3 Artificial intelligence hybrid models
  • 2.5.21.4 Decision tree model
  • 2.5.21.5 Support vector machine-based models
  • 2.5.21.6 Random forest models
  • 2.5.21.7 Mean impact factor
  • 2.5.22 Matrix model for stationary offshore platforms
  • 2.5.23 Tube deterioration model for offshore platforms
  • 2.5.24 Generalization of corrosion models
  • 2.5.24.1 Corrosion as a deterioration process
  • 2.5.24.2 General ellipse approach
  • 2.5.25 Pitting corrosion models
  • 2.5.25.1 Power-law model.

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