Subsea pipelines and risers /

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Marine pipelines for the transportation of oil and gas have become a safe and reliable part of the expanding infrastructure put in place for the development of the valuable resources below the worlds seas and oceans. The design of these pipelines is a relatively new technology and continues to evolv...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Bai, Yong
Otros Autores: Bai, Qiang
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Amsterdam ; Boston : Elsevier, 2005.
Edición:1st ed.
Colección:Elsevier ocean engineering book series.
Temas:
Underwater pipelines > Design and construction.
Riser pipe > Design and construction.
Ocean engineering.
Océanographie appliquée.
TECHNOLOGY & ENGINEERING > Machinery.
Ocean engineering
Riser pipe > Design and construction
Underwater pipelines > Design and construction
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Cover
  • Copyright Page
  • Table of Contents
  • Foreword
  • Foreword to "Pipeliners 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
  • 5.2 Pipe Penetration in Soil
  • 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
  • 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 Amplitude
  • T$1018.

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