Deepwater Flexible Risers and Pipelines. Yong Bai
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Table of Contents
1 Cover
4 Preface
7 Part 1: LOCAL ANALYSIS 1 Introduction 1.1 Flexible Pipelines Overview 1.2 Environmental Conditions 1.3 Flexible Pipeline Geometry 1.4 Base Case-Failure Modes and Design Criteria 1.5 Reinforcements 1.6 Project and Objectives References 2 Structural Design of Flexible Pipes in Different Water Depth 2.1 Introduction 2.2 Theoretical Models 2.3 Comparison and Discussion 2.4 Conclusions References 3 Structural Design of High Pressure Flexible Pipes of Different Internal Diameter 3.1 Introduction References 3.2 Analytical Models 3.3 FEA Modeling Description 3.4 Result and Discussion 3.5 Design 3.6 Conclusions References 4 Tensile Behavior of Flexible Pipes 4.1 Introduction 4.2 Theoretical Models 4.3 Numerical Model 4.4 Comparison and Discussion 4.5 Parametric Study 4.6 Conclusions References 5 Design Case Study for Deep Water Risers 5.1 Abstract 5.2 Introduction 5.3 Cross-Sectional Design 5.4 Case Study 5.5 Design Result 5.6 Finite Elements Analysis 5.7 Conclusion References 6 Unbonded Flexible Pipe Under Bending 6.1 Introduction 6.2 Helical Layer Within No-Slip Range 6.3 Helical Layer Within Slip Range References 7 Coiling of Flexible Pipes 7.1 Introduction 7.2 Local Analysis 7.3 Global Analysis 7.4 Parametric Study 7.5 Conclusions References
8
Part 2: RISER ENGINEERING
8 Flexible Risers and Flowlines
8.1 Introduction
8.2 Flexible Pipe Cross-Section
8.3 End Fitting and Annulus Venting Design
8.4 Flexible Riser Design
References
9 Lazy-Wave Static Analysis
9.1 Introduction
9.2 Fundamental Assumptions
9.3 Configuration Calculation
9.4 Numerical Solution
9.5 Finite Element Model
9.6 Comparison and Discussion
9.7 Parameter Analysis
9.8 Conclusions
References
10 Steep-Wave Static Configuration
10.1 Introduction
10.2 Configuration Calculation
10.3 Numerical Solution
10.4 Comparison and Discussion
10.5 Parametric Analysis
10.6 Conclusions
References