LEADER 05552nam 2200757Ia 450 001 9910783932003321 005 20200520144314.0 010 $a1-281-01867-8 010 $a9786611018672 010 $a1-85617-562-6 010 $a0-08-052419-2 035 $a(CKB)1000000000326956 035 $a(EBL)307103 035 $a(OCoLC)154332591 035 $a(SSID)ssj0000073049 035 $a(PQKBManifestationID)11123305 035 $a(PQKBTitleCode)TC0000073049 035 $a(PQKBWorkID)10103820 035 $a(PQKB)11324954 035 $a(SSID)ssj0000811518 035 $a(PQKBManifestationID)12407399 035 $a(PQKBTitleCode)TC0000811518 035 $a(PQKBWorkID)10848219 035 $a(PQKB)24710290 035 $a(Au-PeEL)EBL307103 035 $a(CaPaEBR)ebr10186641 035 $a(CaONFJC)MIL101867 035 $a(MiAaPQ)EBC307103 035 $a(EXLCZ)991000000000326956 100 $a20050713d2005 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aSubsea pipelines and risers$b[electronic resource] /$fYong Bai and Qiang Bai 205 $a1st ed. 210 $aAmsterdam $cElsevier$d2005 215 $a1 online resource (841 p.) 225 1 $aOcean engineering series 300 $aDescription based upon print version of record. 311 $a0-08-044566-7 320 $aIncludes bibliographical references and index. 327 $aFront Cover; Subsea Pipelines and Risers; Copyright Page; Foreword; Foreword to ""Pipeliners and Risers"" Book; Preface; Table of Contents; 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 327 $a2.6 Wall Thickness and Length Design for Buckle Arrestors2.7 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 327 $a4.9 Accumulated Plastic Strain4.10 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 327 $a7.2 Description of the Finite Element Model7.3 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 327 $aChapter 9. On-bottom Stability9.1 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; 10.5 Modal Analysis; 10.6 Example Cases; 10.7 References; Chapter 11. Force Model and Wave Fatigue; 11.1 Introduction; 11.2 Fatigue Analysis; 11.3 Force Model 327 $a11.4 Comparisons of Frequency Domain and Time Domain Approaches 330 $a Updated edition of a best-selling title Author brings 25 years experience to the work Addresses the key issues of economy and environment Marine pipelines for the transportation of oil and gas have become a safe and reliable way to exploit the valuable resources below the world's seas and oceans. The design of these pipelines is a relatively new technology and continues to evolve in its quest to reduce costs and minimise the effect on the environment. With over 25years experience, Professor Yong Bai has been able to assimilate the essence of the applied mechanics 410 0$aElsevier ocean engineering book series. 606 $aUnderwater pipelines 606 $aOcean engineering 615 0$aUnderwater pipelines. 615 0$aOcean engineering. 676 $a621.8672 700 $aBai$b Yong$0627309 701 $aBai$b Qiang$0738995 712 02$aKnovel (Firm) 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910783932003321 996 $aSubsea pipelines and risers$91463931 997 $aUNINA