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Aspects of Design and Analysis of Offshore Pipelines and Flexibles《海洋工程柔性立管与海底管道设计及分析(英文版)》共十个章节，各个章节讲述的主要内容分别是：项目介绍；设计原则；钢制管道设计；柔性管的力学行为；传热与保温；钢管材料的选择与焊接；管道安装；整体屈曲；细长结构的有限元法；建模与分析实例。

 

CHAPTER 1 Introduction
1.1 General remarks
1.2 The design process
1.3 Engineering phases
1.3.1 Steel pipelines
1.3.2 Flexible pipes
CHAPTER 2 Design Principles
2.1 General remarks
2.2 Design formats
2.3 Discussion of relevant loads
2.4 Discussion of failure modes
2.4.1 Mechanical failure modes for steel pipelines
2.4.2 Mechanical failure modes for flexible pipes
2.5 Cross—section design
CHAPTER 3 Steel Pipeline Design
3.1 General remarks
3.2 Stress and strain components
3.3 Wall thickness design
3.3.1 The hoop stress （bursting） criteria
3.3.2 External pressure collapse
3.4 Design against other relevant failure modes in steel pipelines
3.4.1 Buckling due to combined loads
3.4.2 Fatigue
3.4.3 Other mechanical failure modes
CHAPTER 4 Mechanical Behaviour of Flexible Pipes
4.1 General remarks
4.2 Governing stress components
4.3 Wire geometries
4.4 Behaviour due to axi—symmetric loads
4.4.1 General
4.4.2 Axial loading
4.4.3 Torsion
4.4.4 Internal and external pressure
4.5 Behaviour in bending
4.5.1 General
4.5.2 Minimum bend radius
4.5.3 Stresses and stress resultants related to the tensile armour
4.5.4 Stresses related to the pressure armour
4.6 Buckling
4.6.1 Carcass collapse
4.6.2 Tensile armour buckling
4.7 Fatigue
4.7.1 General
4.7.2 Mean stress correction
4.7.3 Mean and dynamic stresses in the tensile armour
4.7.4 Mean and dynamic stresses in the pressure armour
4.7.5 The effect of corrosion failures in terms of bursting and fatigue performance
4.7.6 The effect of corrosion in terms of lateral wire buckling
4.7.7 The link between global and local analysis
4.8 Computational methods
4.8.1 General
4.8.2 Axi—symmetric stress analysis
4.8.3 Bending and fatigue stress analysis
4.8.4 Special cases
CHAPTER 5 Heat Transfer and Thermal Insulation
5.1 General remarks
5.2 The heat transfer coefficient
5.2.1 Conduction
5.2.2 Convection
5.2.3 Influence of soil burial
5.3 The temperature profile
5.4 Time to reach critical temperature
CHAPTER 6 Steel Pipeline Material Selection and Welding
6.1 General remarks
6.2 Material selection
6.3 Pipeline welding
6.3.1 General
6.3.2 Welding processes
6.3.3 Non—destructive testing
CHAPTER 7 Pipeline Installation
7.1 General remarks
7.2 Pipeline installation methods
7.2.1 Controlled depth tow method
7.2.2 J—lay
7.2.3 S—lay
7.2.4 Selection of method
7.3 Pipeline installation analysis
7.3.1 The effective tension concept and Archimedes law
7.3.2 The catenary equation
7.3.3 Minimum horizontal radius
7.3.4 Residual radius and roll
CHAPTER 8 Global Buckling
8.1 General remarks
8.2 The process of buckling
8.3 Analytical global buckling model
8.4 The significance of different parameters included in an upheaval buckling analysis
8.4.1 Formulation of the upheaval buckling failure function
8.4.2 Input parameters and failure function
8.4.3 The Hasofer—Lind reliability index
8.4.4 Results
CHAPTER 9 The Finite Element Method as Applied to Slender Structures
9.1 General remarks
9.2 Basics of the finite element method
9.3 Non—Iinear effects
9.4 Strain and stress measures
9.5 Non—Iinear finite element methods
9.5.1 Equilibrium equation
9.5.2 Non—Iinear formulations
9.5.3 Material law—plasticity for metals
9.5.4 Solution techniques
9.6 Description of some elements of general relevance for global analysis of slender structures
9.6.1 General
9.6.2 Pipe elements
9.6.3 Seabed contact element
9.6.4 Roller contact element
9.6.5 Pipe—in—pipe contact element
9.7 Description of elements related to global and local response of flexible pipes and umbilicals
9.7.1 General
9.7.2 Helical beam elements
9.7.3 Associated elements
……
CHAPTER 10 Modelling and Analysis Examples
Bibliography

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