Pipelines and Risers

Name: Pipelines and Risers
Brand: Elsevier
Price: 143.0 EUR
Availability: OnlineOnly

Yong Bai(Editor)

Elsevier (Publisher)

Published on 7. February 2001

520 pages

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978-0-08-053901-0 (ISBN)

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Content

Front Cover
Pipelines and Risers
Copyright Page
Table of Contents
Series Preface
Foreword
Preface
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 Pipes
3.1 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
12.6 Two Medium Pipeline Design Concept
12.7 References
Chapter 13. Reliability-Based Strength Design of Pipelines
13.1 General
13.2 Reliability-based Design
13.3 Uncertainty Measures
13.4 Calibration of Safety Factors
13.5 Buckling/Collapse of Corroded Pipes
13.6 Conclusions
13.7 References
Chapter 14. Remaining Strength of Corroded Pipes
14.1 Introduction
14.2 Review of Existing Criteria
14.3 Development of New Criteria
14.4 Evaluation of New Criteria
14.5 Reliability-based Design
14.6 Example Applications
14.7 Conclusions
14.8 References
Chapter 15. Residual Strength of Dented Pipes with Cracks
15.1 Introduction
15.2 Fracture of Pipes with Longitudinal Cracks
15.3 Fracture of Pipes with Circumferential Cracks
15.4 Reliability-based Assessment and Calibration of Safety Factors
15.5 Design Examples
15.6 Conclusions
15.7 References
Chapter 16. Risk Analysis applied to Subsea Pipeline Engineering
16.1 Introduction
16.2 Acceptance Criteria
16.3 Identification of Initiating Events
16.4 Cause Analysis
16.5 Probability of Initiating Events
16.6 Causes of Risks
16.7 Consequence Analysis
16.8 Example 1: Risk analysis for a Subsea Gas Pipeline
16.9 Example 2: Dropped Object Risk Analysis
16.10 References
Chapter 17. Route Optimization, Tie-in and Protection
17.1 Introduction
17.2 Pipeline Routing
17.3 Pipeline Tie-ins
17.4 Flowline Trenching/Burying
17.5 Flowline Rockdumping
17.6 Equipment Dayrates
17.7 References
Chapter 18. Pipeline Inspection, Maintenance and Repair
18.1 Operations
18.2 Inspection by Intelligent Pigging
18.3 Maintenance
18.4 Pipeline Repair Methods
18.5 Deepwater Pipeline Repair
18.6 References
Chapter 19. Use of High Strength Steel
19.1 Review of Usage of High Strength Steel Linepipes
19.2 Potential Benefits and Disadvantages of High Strength Steel
19.3 Welding of High Strength Linepipe
19.4 Cathodic Protection
19.5 Fatigue and Fracture of High Strength Steel
19.6 Material Property Requirements
19.7 References
Chapter 20. Design of Deepwater Risers
20.1 General
20.2 Descriptions of Riser System
20.3 Metallic Catenary Riser for Deepwater Environments
20.4 Stresses and Service Life of Flexible Pipes
20.5 Drilling and Workover Risers
20.6 Riser Projects in Norway
20.7 References
Chapter 21. Design Codes and Criteria for Risers
21.1 Design Guidelines for Marine Riser Design
21.2 Design Criteria for Deepwater Metallic Risers
21.3 Limit State Design Criteria
21.4 Design Conditions and Loads
21.5 Improving Design Codes and Guidelines
21.6 Comparison of lSO and API Codes with Hauch and Bai (1999)
21.7 References
Chapter 22. Fatigue of Risers
22.1 General
22.2 Fatigue Causes
22.3 Riser VIV Analysis Program
22.4 Flexible Riser Analysis Program
22.5 Vortex-induced Vibration Prediction
22.6 Fatigue Life
22.7 Vortex-Induced Vibration Suppression Devices
22.8 Fatigue of Deepwater Metallic Risers
22.9 References
Chapter 23. Piping Systems
23.1 Introduction
23.2 Design Criteria
23.3 Load Cases
23.4 Finite Element Models
23.5 References
Chapter 24. Pipe-in-Pipe and Bundle Systems
24.1 General
24.2 Pipe-in-Pipe System
24.3 Bundle System
24.4 References
Chapter 25. LCC Modeling as a Decision Making Tool in Pipeline Design
25.1 Introduction
25.2 Initial Cost
25.3 Financial Risk
25.4 Time value of Money
25.5 Fabrication Tolerance Example Using the Life-Cycle Cost Model
25.6 On-Bottom Stability Example
25.7 References
Chapter 26. Design Examples
26.1 General
26.2 Åsgard Flowlines Project
26.3 Åsgard Transport Project
26.4 References
Subject Index

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