Pipelines and risers / / Yong Bai

• Record Nr.: UNINA9910783201103321
• Autore: Bai Yong
• Pubbl/distr/stampa: Amsterdam ; ; New York : , : Elsevier, , 2001
• ISBN: 1-281-05658-8; 9786611056582; 0-08-053901-7
• Edizione: [First edition.]
• Descrizione fisica: 1 online resource (521 pages) : illustrations
• Collana: Elsevier ocean engineering book series ; ; v. 3
• Disciplina: 665.5/44
• Soggetti: Offshore structures - Design and construction; Underwater pipelines - Design and construction
• Lingua di pubblicazione: Inglese
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Note generali: Description based upon print version of record.
• Nota di bibliografia: Includes bibliographical references and index.
• Nota di contenuto: Front Cover; Pipelines and Risers; Copyright Page; Series Preface; Foreword; Preface; Table of Contents; 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 General; 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 Pipes3.1 General; 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; Chapter 5. Soil and Pipe Interaction 5.1 General; 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 References; Chapter 8. On-bottom Stability; 8.1 General; 8.2 Force Balance: The Simplified Method; 8.3 Acceptance Criteria; 8.4 Special Purpose Program for Stability Analysis; 8.5 Use of FE Analysis for Intervention Design; 8.6 References; Chapter 9. Vortex-induced Vibrations (VIV) and Fatigue; 9.1 General; 9.2 Free-span VIV Analysis Procedure; 9.3 Fatigue Design Criteria; 9.4 Response Amplitude; 9.5 Modal Analysis; 9.6 Example Cases; 9.7 References; Chapter 10. Force Model and Wave Fatigue; 10.1 Introduction; 10.2 Fatigue Analysis; 10.3 Force Model 10.4 Comparisons of Frequency Domain and Time Domain Approaches; 10.5 Conclusions and Recommendations; 10.6 References; Chapter 11. Trawl Impact, Pullover and Hooking Loads; 11.1 Introduction; 11.2 Trawl Gears; 11.3 Acceptance Criteria; 11.4 Impact Response Analysis; 11.5 Pullover Loads; 11.6 Finite Element Model for Pullover Response Analyses; 11.7 Case Study; 11.8 References; Chapter 12. Installation Design; 12.1 Introduction; 12.2 Pipeline Installation Vessels; 12.3 Software OFFPIPE and Code Requirements; 12.4 Physical Background for Installation; 12.5 Finite Element Analysis Procedure for Installation of In-line Valves
• Sommario/riassunto: Pipelines and Risers