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Subsea pipelines and risers /
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...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; Boston :
Elsevier,
2005.
|
| Edición: | 1st ed. |
| Colección: | Elsevier ocean engineering book series.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Bai, Yong. | |
| 245 | 1 | 0 | |a Subsea pipelines and risers / |c Yong Bai and Qiang Bai. |
| 250 | |a 1st ed. | ||
| 260 | |a Amsterdam ; |a Boston : |b Elsevier, |c 2005. | ||
| 300 | |a 1 online resource (xxvii, 812 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Ocean engineering series | |
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a 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. | |
| 520 | |a 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 evolve as the design of more cost effective pipelines becomes a priority and applications move into deeper waters and more hostile environments. This updated edition of a best selling title provides the reader with a scope and depth of detail related to the design of offshore pipelines and risers not seen before in a textbook format. 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. | ||
| 546 | |a English. | ||
| 590 | |a eBooks on EBSCOhost |b EBSCO eBook Subscription Academic Collection - Worldwide | ||
| 590 | |a Knovel |b ACADEMIC - Marine Engineering & Naval Architecture | ||
| 590 | |a Knovel |b ACADEMIC - Oil & Gas Engineering | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Underwater pipelines |x Design and construction. | |
| 650 | 0 | |a Riser pipe |x Design and construction. | |
| 650 | 0 | |a Ocean engineering. | |
| 650 | 6 | |a Océanographie appliquée. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Machinery. |2 bisacsh | |
| 650 | 7 | |a Ocean engineering |2 fast | |
| 650 | 7 | |a Riser pipe |x Design and construction |2 fast | |
| 650 | 7 | |a Underwater pipelines |x Design and construction |2 fast | |
| 700 | 1 | |a Bai, Qiang. | |
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| 776 | 0 | 8 | |i Print version: |a Bai, Yong. |t Subsea pipelines and risers. |d Amsterdam ; London : Elsevier, 2005 |z 0080445667 |z 9780080445663 |w (OCoLC)61129106 |
| 830 | 0 | |a Elsevier ocean engineering book series. | |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=307103 |z Texto completo |
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