Subsea Pipelines and Risers

Informationen zum Autor Dr. Yong Bai holds the position of Chair Professor at Zhejiang University (China) and is also an academician at the Norwegian Academy of Technical Sciences. He is a fellow of the US Society of Naval Architects and Marine Engineers and the UK Royal Institution of Naval Architects. With an extensive background in offshore engineering structures and pipelines, Prof. Bai has held professorships at renowned universities, significantly contributing to the global offshore oil and gas industry through his publications and innovative achievements. Dr. Qiang Bai obtained a doctorate for Mechanical Engineering at Kyushu University, Japan in 1995. He has more than 20 years of experience in subsea/offshore engineering including research and engineering execution. He has worked at Kyushu University in Japan, UCLA, OPE, JP Kenny, and Technip. His experience includes various aspects of flow assurance and the design and installation of subsea structures, pipelines and riser systems. Dr. Bai is the coauthor of Subsea Pipelines and Risers. Klappentext Updated edition of a best-selling title Author brings 25 years experience to the work Addresses the key issues of economy and environment Marine pipelines for the transportation of oil and gas have become a safe and reliable way to exploit the valuable resources below the world s seas and oceans. The design of these pipelines is a relatively new technology and continues to evolve in its quest to reduce costs and minimise the effect on the environment. With over 25years experience, Professor Yong Bai has been able to assimilate the essence of the applied mechanics aspects of offshore pipeline system design in a form of value to students and designers alike. It represents an excellent source of up to date practices and knowledge to help equip those who wish to be part of the exciting future of this industry. Inhaltsverzeichnis Table of contents Foreword Foreword to "Pipelines and Risers" Book Preface Part I: Mechanical Design Chapter 1 Introduction 1.1 Introduction 1.2 Design Stages and Process 1.3 Design Through Analysis (DTA) 1.4 Pipeline Design Analysis 1.5 Pipeline Simulator 1.6 References Chapter 2 Wall-thickness and Material Grade Selection 2.1 Introduction 2.2 Material Grade Selection 2.3 Pressure Containment (hoop stress) Design 2.4 Equivalent Stress Criterion 2.5 Hydrostatic Collapse 2.6 Wall Thickness and Length Design for Buckle Arrestors 2.7 Buckle Arrestor Spacing Design 2.8 References Chapter 3 Buckling/Collapse of Deepwater Metallic Pipes 3.1 Introduction 3.2 Pipe Capacity under Single Load 3.3 Pipe Capacity under Couple Load 3.4 Pipes under Pressure Axial Force and Bending 3.5 Finite Element Model 3.6 References Chapter 4 Limit-state based Strength Design 4.1 Introduction 4.2 Out of Roundness Serviceability Limit 4.3 Bursting 4.4 Local Buckling/Collapse 4.5 Fracture 4.6 Fatigue 4.7 Ratcheting 4.8 Dynamic Strength Criteria 4.9 Accumulated Plastic Strain 4.10 Strain Concentration at Field Joints Due to Coatings 4.11 References Part II: Pipeline Design Chapter 5 Soil and Pipe Interaction 5.1 Introduction 83 5.2 Pipe Penetration in Soil 83 5.3 Modeling Friction and Breakout Forces 5.4 References Chapter 6 Hydrodynamics around Pipes 6.1 Wave Simulators 6.2 Choice of Wave Theory 6.3 Mathematical Formulations Used in the Wave Simulators 6.4 Steady Currents 6.5 Hydrodynamic Forces 6.6 References Chapter 7 Finite Element Analysis of In-situ Behavior 7.1 Introduction 101 7.2 Description of the Finite Element Model 7.3 Steps in an Analysis and Choice of Analysis Procedure 7.4 Element Types Used in the Model 7.5 Non-linearity and Seabed Model

List of contents

Table of contents

Foreword

Foreword to "Pipelines and Risers" Book

Preface

Part I: Mechanical Design

Chapter 1 Introduction

1.1 Introduction

1.2 Design Stages and Process

1.3 Design Through Analysis (DTA)

1.4 Pipeline Design Analysis

1.5 Pipeline Simulator

1.6 References

Chapter 2 Wall-thickness and Material Grade Selection

2.1 Introduction

2.2 Material Grade Selection

2.3 Pressure Containment (hoop stress) Design

2.4 Equivalent Stress Criterion

2.5 Hydrostatic Collapse

2.6 Wall Thickness and Length Design for Buckle Arrestors

2.7 Buckle Arrestor Spacing Design

2.8 References

Chapter 3 Buckling/Collapse of Deepwater Metallic Pipes

3.1 Introduction

3.2 Pipe Capacity under Single Load

3.3 Pipe Capacity under Couple Load

3.4 Pipes under Pressure Axial Force and Bending

3.5 Finite Element Model

3.6 References

Chapter 4 Limit-state based Strength Design

4.1 Introduction

4.2 Out of Roundness Serviceability Limit

4.3 Bursting

4.4 Local Buckling/Collapse

4.5 Fracture

4.6 Fatigue

4.7 Ratcheting

4.8 Dynamic Strength Criteria

4.9 Accumulated Plastic Strain

4.10 Strain Concentration at Field Joints Due to Coatings

4.11 References

Part II: Pipeline Design

Chapter 5 Soil and Pipe Interaction

5.1 Introduction 83

5.2 Pipe Penetration in Soil 83

5.3 Modeling Friction and Breakout Forces

5.4 References

Chapter 6 Hydrodynamics around Pipes

6.1 Wave Simulators

6.2 Choice of Wave Theory

6.3 Mathematical Formulations Used in the Wave Simulators

6.4 Steady Currents

6.5 Hydrodynamic Forces

6.6 References

Chapter 7 Finite Element Analysis of In-situ Behavior

7.1 Introduction 101

7.2 Description of the Finite Element Model

7.3 Steps in an Analysis and Choice of Analysis Procedure

7.4 Element Types Used in the Model

7.5 Non-linearity and Seabed Model

7.6 Validation of the Finite Element Model

7.7 Dynamic Buckling Analysis

7.8 Cyclic In-place Behaviour during Shutdown Operations

7.9 References

Chapter 8 Expansion, Axial Creeping, Upheaval/Lateral Buckling

8.1 Introduction

8.2 Expansion

8.3 Axial Creeping of Flowlines Caused by Soil Ratcheting

8.4 Upheaval Buckling

8.5 Lateral Buckling

8.6 Interaction between Lateral and Upheaval Buckling

8.7 References

Chapter 9 On-bottom Stability

9.1 Introduction

9.2 Force Balance: the Simplified Method

9.3 Acceptance Criteria

9.4 Special Purpose Program for Stability Analysis

9.5 Use of FE Analysis for Intervention Design

9.6 References

Chapter 10 Vortex-induced Vibrations (VIV) and Fatigue

10.1 Introduction

10.2 Free-span VIV Analysis Procedure

10.3 Fatigue Design Criteria

10.4 Response Ampli

Product details

• Authors: Yong Bai, Yong (President Bai, Yong Bai Bai, BAI YONG BAI QIANG
• Assisted by: Qiang Bai (Editor), Yong Bai (Editor), Bai Qiang (Editor), Bai Yong (Editor)
• Publisher: ELSEVIER SCIENCE BV
• Languages: English
• Product format: Hardback
• Released: 21.11.2005
• EAN: 9780080445663
• ISBN: 978-0-08-044566-3
• No. of pages: 840
• Series: Ocean Engineering
• Subjects: Natural sciences, medicine, IT, technology > Technology > Structural and environmental engineering; TECHNOLOGY & ENGINEERING / Structural, Structural engineering