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...

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Bibliographic Details
Main Author: Bai, Yong.
Other Authors: Bai, Qiang.
Format: eBook
Language: English
Published: Amsterdam ; Boston : Elsevier, 2005.
Edition: 1st ed.
Series: Elsevier ocean engineering book series.
Subjects:
Underwater pipelines > Design and construction.
Riser pipe > Design and construction.
Ocean engineering.
elektronické knihy
electronic books
ISBN: 9780080524191
9780080445663
Physical Description: 1 online zdroj (xxvii, 812 pages) : illustrations.

Cover

Table of contents

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040 |a WAU  |b eng  |e pn  |c WAU  |d TEF  |d OCLCQ  |d B24X7  |d EBLCP  |d OPELS  |d BAKER  |d N$T  |d YDXCP  |d BTCTA  |d MERUC  |d IDEBK  |d UBY  |d E7B  |d OCLCQ  |d KNOVL  |d ZCU  |d KNOVL  |d OCLCF  |d OCLCQ  |d COO  |d KNOVL  |d DEBSZ  |d NRU  |d UKDOC 
100 1 |a Bai, Yong. 
245 1 0 |a Subsea pipelines and risers  |h [elektronický zdroj] /  |c Yong Bai and Qiang Bai. 
250 |a 1st ed. 
260 |a Amsterdam ;  |a Boston :  |b Elsevier,  |c 2005. 
300 |a 1 online zdroj (xxvii, 812 pages) :  |b illustrations. 
336 |a text  |b txt  |2 rdacontent 
337 |a počítač  |b c  |2 rdamedia 
338 |a online zdroj  |b cr  |2 rdacarrier 
490 1 |a Ocean engineering series 
504 |a Includes bibliographical references and index. 
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. 
590 |a Knovel Library  |b ACADEMIC - Oil & Gas Engineering 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty univerzity 
650 0 |a Underwater pipelines  |x Design and construction. 
650 0 |a Riser pipe  |x Design and construction. 
650 0 |a Ocean engineering. 
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655 9 |a electronic books  |2 eczenas 
700 1 |a Bai, Qiang. 
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. 
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