MARC details
| 000 -LEADER |
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| fixed length control field |
11205pam a2200409 i 4500 |
| 001 - CONTROL NUMBER |
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| control field |
013694067 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
EG-GaU |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20211215152027.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
070305m20079999ne a b 001 0 eng d |
| 015 ## - NATIONAL BIBLIOGRAPHY NUMBER |
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| National bibliography number |
GBA720201 |
| Source |
bnb |
| 016 7# - NATIONAL BIBLIOGRAPHIC AGENCY CONTROL NUMBER |
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| Record control number |
013694067 |
| Source |
Uk |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9780080467320 (v. 1) : |
| Terms of availability |
£54.99 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
0080467326 (v. 1) : |
| Terms of availability |
£54.99 |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
StDuBDS |
| Language of cataloging |
eng |
| Description conventions |
rda |
| Transcribing agency |
StDuBDS |
| Modifying agency |
Uk |
| -- |
EG-GaU |
| 082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Classification number |
665.544 |
| Edition number |
23 |
| Item number |
K.S.M. |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Kyriakides, S., |
| Relator term |
author. |
| 9 (RLIN) |
717 |
| 245 10 - TITLE STATEMENT |
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| Title |
Mechanics of Offshore Pipelines / |
| Statement of responsibility, etc. |
by Stelios Kyriakides and Edmundo Corona. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Amsterdam ; |
| -- |
London : |
| Name of producer, publisher, distributor, manufacturer |
Elsevier, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2007. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Date of production, publication, distribution, manufacture, or copyright notice |
©2007 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xiii, 401 Pages: |
| Other physical details |
illustrations (some color) ; |
| Dimensions |
25 cm. |
| 336 ## - CONTENT TYPE |
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| Content type term |
text |
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rdacontent |
| Content type code |
txt |
| 337 ## - MEDIA TYPE |
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| Media type term |
unmediated |
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rdamedia |
| Media type code |
n |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
volume |
| Source |
rdacarrier |
| Carrier type code |
nc |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references and index. |
| 505 1# - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
volume 1. Buckling and collapse. |
| 505 0# - FORMATTED CONTENTS NOTE |
|---|
| Formatted contents note |
Prefacep. xi<br/> <br/>1 Introductionp. 1<br/> <br/>1.1 Offshore Pipeline Design Considerationsp. 6<br/> <br/>1.2 Buckling and Collapse of Structuresp. 8<br/> <br/>1.3 Buckle Propagation in Offshore Pipelinesp. 12<br/> <br/>2 Offshore Facilities and Pipeline Installation Methodsp. 15<br/> <br/>2.1 Offshore Platforms and Related Production Systemsp. 16<br/> <br/>2.1.1 Fixed Platformsp. 16<br/> <br/>2.1.2 Floating and Tethered Platformsp. 22<br/> <br/>2.2 Offshore Pipeline Installation Methodsp. 34<br/> <br/>2.2.1 S-Layp. 34<br/> <br/>2.2.2 J-Layp. 38<br/> <br/>2.2.3 Reelingp. 43<br/> <br/>2.2.4 Towingp. 48<br/> <br/>2.3 The Mardi Gras Projectp. 52<br/> <br/>3 Pipe and Tube Manufacturing Processesp. 59<br/> <br/>3.1 Steelmaking for Line Pipep. 60<br/> <br/>3.1.1 Strengthening of Steelp. 60<br/> <br/>3.2 Plate Productionp. 63<br/> <br/>3.2.1 Steelmakingp. 64<br/> <br/>3.2.2 Vertical Continuous Casting of Slabsp. 64<br/> <br/>3.2.3 Plate Rollingp. 65<br/> <br/>3.3 Seamless Pipep. 70<br/> <br/>3.3.1 Continuous Casting of Round Billetsp. 70<br/> <br/>3.3.2 Plug Millp. 72<br/> <br/>3.3.3 Mandrel Millp. 74<br/> <br/>3.3.4 Pilger Millp. 76<br/> <br/>3.4 Electric Resistance Welded Pipep. 78<br/> <br/>3.5 Spiral Weld Pipep. 80<br/> <br/>3.6 UOE Pipe Manufacturep. 81<br/> <br/>3.7 JCO Formingp. 86<br/> <br/>4 Buckling and Collapse Under External Pressurep. 89<br/> <br/>4.1 Elastic Bucklingp. 89<br/> <br/>4.1.1 Imperfect Pipep. 92<br/> <br/>4.2 Plastic Bucklingp. 94<br/> <br/>4.2.1 Lateral Pressurep. 96<br/> <br/>4.2.2 Hydrostatic Pressurep. 97<br/> <br/>4.2.3 Pressure with Zero Axial Strainp. 97<br/> <br/>4.3 Nonlinear Formulationp. 99<br/> <br/>4.3.1 Kinematicsp. 100<br/> <br/>4.3.2 Constitutive Behaviorp. 100<br/> <br/>4.3.3 Principle of Virtual Workp. 101<br/> <br/>4.3.4 Examplesp. 102<br/> <br/>4.4 Factors Affecting Pipe Collapsep. 104<br/> <br/>4.4.1 Collapse Pressure Experimentsp. 104<br/> <br/>4.4.2 Prediction of Collapse Pressuresp. 106<br/> <br/>4.4.3 Effect of Initial Ovalityp. 108<br/> <br/>4.4.4 Type of Pressure Loadingp. 111<br/> <br/>4.4.5 Wall Thickness Variationsp. 112<br/> <br/>4.4.6 Effect of Material Stress-Strain Responsep. 114<br/> <br/>4.4.7 Residual Stressesp. 115<br/> <br/>4.4.8 Anisotropic Yieldingp. 115<br/> <br/>4.4.9 An Approximate Estimate of Collapse Pressurep. 117<br/> <br/>4.5 Representative Seamless Pipe Imperfectionsp. 118<br/> <br/>4.5.1 Imperfection Scanning Systemp. 118<br/> <br/>4.5.2 Data Reductionp. 119<br/> <br/>4.5.3 Four Examplesp. 121<br/> <br/>4.6 Conclusions and Design Recommendationsp. 128<br/> <br/>5 Collapse of UOE Pipe Under External Pressurep. 131<br/> <br/>5.1 Collapse Pressure of UOE Pipep. 131<br/> <br/>5.2 Prediction of Collapse Pressure of UOE Pipep. 136<br/> <br/>5.3 Improvement of Compressive Properties by Heat Treatment of the Pipep. 137<br/> <br/>5.4 One-Dimensional Model of UOE Pipe Formingp. 140<br/> <br/>5.5 Two-Dimensional Models of UOE/UOCp. 144<br/> <br/>5.5.1 UOE/UOC Forming Stepsp. 144<br/> <br/>5.5.2 Numerical Simulationp. 147<br/> <br/>5.5.3 An Example of UOE Formingp. 148<br/> <br/>5.5.4 Parametric Study-Optimization of UOE/UOCp. 155<br/> <br/>5.6 Conclusions and Recommendationsp. 161<br/> <br/>6 Collapse of Dented Pipes Under External Pressurep. 164<br/> <br/>6.1 Dent Characteristicsp. 164<br/> <br/>6.2 Denting and Collapse Experimentsp. 165<br/> <br/>6.2.1 Indentionp. 165<br/> <br/>6.2.2 Collapse Experimentsp. 168<br/> <br/>6.3 Modeling of Denting and Collapsep. 170<br/> <br/>6.3.1 Prediction of Collapse Pressure of Dented Tubesp. 171<br/> <br/>6.4 Universal Collapse Resistance Curves for Dented Pipesp. 175<br/> <br/>6.4.1 Localization of Collapse Under External Pressurep. 175<br/> <br/>6.4.2 The Universal Collapse Resistance Curvep. 177<br/> <br/>6.5 Conclusions and Recommendationsp. 180<br/> <br/>7 Buckling and Collapse Under Combined External Pressure and Tensionp. 181<br/> <br/>7.1 Elastic Bucklingp. 183<br/> <br/>7.2 Plastic Bucklingp. 185<br/> <br/>7.3 Nonlinear Formulationp. 186<br/> <br/>7.3.1 Examplesp. 187<br/> <br/>7.4 Collapse Under External Pressure and Tensionp. 188<br/> <br/>7.4.1 Experimental Results and Numerical Predictionsp. 190<br/> <br/>7.5 Additional Parametric Studyp. 192<br/> <br/>7.6 Conclusions and Recommendationsp. 194<br/> <br/>8 Inelastic Response, Buckling and Collapse Under Pure Bendingp. 196<br/> <br/>8.1 Features of Inelastic Bendingp. 196<br/> <br/>8.2 Bending Experimentsp. 198<br/> <br/>8.3 Formulationp. 208<br/> <br/>8.3.1 Kinematicsp. 209<br/> <br/>8.3.2 Constitutive Behaviorp. 210<br/> <br/>8.3.3 Principle of Virtual Workp. 210<br/> <br/>8.3.4 Bifurcation Buckling Under Pure Bendingp. 211<br/> <br/>8.4 Predictionsp. 214<br/> <br/>8.5 Parametric Studyp. 219<br/> <br/>8.6 Summary and Recommendationsp. 223<br/> <br/>9 Buckling and Collapse Under Combined Bending and External Pressurep. 225<br/> <br/>9.1 Features of Inelastic Bending of Tubes Under External Pressurep. 225<br/> <br/>9.2 Combined Bending-External Pressure Experimentsp. 226<br/> <br/>9.2.1 Test Facilitiesp. 227<br/> <br/>9.2.2 Experimental Resultsp. 229<br/> <br/>9.3 Formulationp. 233<br/> <br/>9.3.1 Principle of Virtual Workp. 234<br/> <br/>9.3.2 Bifurcation Buckling Under Combined Bending and External Pressurep. 235<br/> <br/>9.4 Predictionsp. 235<br/> <br/>9.5 Factors That Affect Collapsep. 238<br/> <br/>9.5.1 Effect of Hardening Rulep. 238<br/> <br/>9.5.2 Bifurcation Bucklingp. 239<br/> <br/>9.5.3 Effect of Residual Stressesp. 240<br/> <br/>9.5.4 Asymmetric Modes of Collapsep. 243<br/> <br/>9.5.5 Effect of Wall Thickness Variationsp. 248<br/> <br/>9.5.6 Effect of Material Stress-Strain Responsep. 249<br/> <br/>9.5.7 Effect of Anisotropic Yieldingp. 250<br/> <br/>9.6 Collapse of UOE Pipe Bent Under External Pressurep. 251<br/> <br/>9.6.1 Experimentsp. 252<br/> <br/>9.6.2 Analysisp. 256<br/> <br/>9.7 Conclusions and Recommendationsp. 257<br/> <br/>10 Inelastic Response Under Combined Bending and Tensionp. 260<br/> <br/>10.1 Features of Tube Bending Under Tensionp. 261<br/> <br/>10.2 Combined Bending-Tension Experimentsp. 261<br/> <br/>10.2.1 Test Facilityp. 261<br/> <br/>10.2.2 Experimental Procedure and Resultsp. 264<br/> <br/>10.3.2 Formulationp. 270<br/> <br/>10.4 Predictionsp. 274<br/> <br/>10.4.1 Simulation of Experimentsp. 274<br/> <br/>10.5 Parametric Studyp. 275<br/> <br/>10.5.1 Effect of Loading Pathp. 275<br/> <br/>10.5.2 Transverse Force on Axis of Pipep. 276<br/> <br/>10.5.3 Effect of Curvaturep. 276<br/> <br/>10.5.4 Effect of Yield Anisotropy and Residual Stressesp. 277<br/> <br/>10.6 Conclusions and Recommendationsp. 278<br/> <br/>11 Plastic Buckling and Collapse Under Axial Compressionp. 280<br/> <br/>11.1 Features of Axial Plastic Bucklingp. 281<br/> <br/>11.2 Axial Buckling Experimentsp. 283<br/> <br/>11.2.1 Experimental Setupp. 283<br/> <br/>11.2.2 Experimental Resultsp. 285<br/> <br/>11.3 Onset of Axisymmetric Wrinklingp. 293<br/> <br/>11.3.1 Formulationp. 293<br/> <br/>11.3.2 Predictionsp. 296<br/> <br/>11.4 Evolution of Wrinklingp. 297<br/> <br/>11.4.1 Kinematicsp. 297<br/> <br/>11.4.2 Principle of Virtual Workp. 299<br/> <br/>11.4.3 Constitutive Equationsp. 299<br/> <br/>11.4.4 Axisymmetric Solutionp. 299<br/> <br/>11.4.5 Localization of Axisymmetric Wrinklingp. 304<br/> <br/>11.4.6 Bifurcation into Non-Axisymmetric Buckling Modesp. 305<br/> <br/>11.5 Non-Axisymmetric Buckling and Collapsep. 308<br/> <br/>11.5.1 Resultsp. 309<br/> <br/>11.6 Parametric Studyp. 314<br/> <br/>11.7 Summary and Recommendationsp. 316<br/> <br/>12 Combined Internal Pressure and Axial Compressionp. 319<br/> <br/>12.1 Combined Axial Compression-Internal Pressure Experimentsp. 319<br/> <br/>12.1.1 Experimental Set-Upp. 320<br/> <br/>12.1.2 Experimental Resultsp. 321<br/> <br/>12.2 Onset of Axisymmetric Wrinklingp. 327<br/> <br/>12.2.1 Formulationp. 327<br/> <br/>12.2.2 Predictionsp. 328<br/> <br/>12.3 Evolution of Wrinklingp. 329<br/> <br/>12.4 Parametric Studyp. 332<br/> <br/>12.5 Summary and Recommendationsp. 334<br/> <br/>13 Elements of Plasticity Theoryp. 336<br/> <br/>13.1 Preliminariesp. 336<br/> <br/>13.1.1 Aspects of Uniaxial Behaviorp. 336<br/> <br/>13.1.2 Discontinuous Yieldingp. 339<br/> <br/>13.1.3 Multiaxial Behaviorp. 342<br/> <br/>13.1.4 Yield Criteriap. 342<br/> <br/>13.2 Incremental Plasticityp. 345<br/> <br/>13.2.1 The Flow Rulep. 345<br/> <br/>13.2.2 J[subscript 2] Flow Theory with Isotropic Hardeningp. 346<br/> <br/>13.3 The Deformation Theory of Plasticityp. 349<br/> <br/>13.3.1 The J[subscript 2] Deformation Theoryp. 349<br/> <br/>13.3.2 Incremental J[subscript 2] Deformation Theoryp. 350<br/> <br/>13.3.3 Anisotropic Deformation Theoryp. 351<br/> <br/>13.4 Nonlinear Kinematic Hardeningp. 352<br/> <br/>13.4.1 The Drucker-Palgen Model [13.19]p. 353<br/> <br/>13.4.2 The Dafalias-Popov Two-Surface Modelp. 355<br/> <br/>13.4.3 The Tseng-Lee Two-Surface Modelp. 358<br/> <br/>Appendix A Mechanical Testingp. 361<br/> <br/>A.1 Tensile and Compressive Material Stress-Strain Responsesp. 361<br/> <br/>A.1.1 Tension Testsp. 361<br/> <br/>A.1.2 Compression Testsp. 363<br/> <br/>A.2 Toughnessp. 365<br/> <br/>A.2.1 Charpy V-Notch Impact Test (CVN)p. 365<br/> <br/>A.2.2 Drop-Weight Tear Test (DWTT)p. 368<br/> <br/>A.3 Hardness Testsp. 368<br/> <br/>A.4 Residual Stressesp. 369<br/> <br/>Appendix B Plastic Anisotropy in Tubesp. 371<br/> <br/>B.1 Anisotropy Testsp. 371<br/> <br/>B.1.1 Lateral Pressure Testp. 372<br/> <br/>B.1.2 Hydrostatic Pressure Testp. 373<br/> <br/>B.1.3 Torsion Testp. 374<br/> <br/>Appendix C The Ramberg-Osgood Stress-Strain Fitp. 376<br/> <br/>Appendix D Sanders' Circular Cylindrical Shell Equationsp. 378<br/> <br/>Appendix E Stress-Strain Fitting for the Dafalias-Popov Modelp. 380<br/> <br/>Appendix F Stress-Strain Fitting for the Tseng-Lee Modelp. 383<br/> <br/>Appendix G Glossary and Nomenclaturep. 386<br/> <br/>Appendix H Units and Conversionsp. 393<br/> <br/>Indexp. 395<br/> |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
Offshore oil and gas production was conducted throughout the entire 20th century, but the industry's modern importance and vibrancy did not start until the early 1970s, when the North Sea became a major producer. Since then, the expansion of the offshore oil industry has been continuous and rapid.<br/>Pipelines, and more generally long tubular structures, are major oil and gas industry tools used in exploration, drilling, production, and transmission. Installing and operating tubular structures in deep waters places unique demands on them. Technical challenges within the field have spawned significant research and development efforts in a broad range of areas.<br/>Volume I addresses problems of buckling and collapse of long inelastic cylinders under various loads encountered in the offshore arena. Several of the solutions are also directly applicable to land pipelines. The approach of Mechanics of Offshore Pipelines is problem oriented. The background of each problem and scenario are first outlined and each discussion finishes with design recommendations. |
| 650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Petroleum pipelines. |
| 9 (RLIN) |
718 |
| Source of heading or term |
GU-sh |
| 650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Natural gas pipelines. |
| 9 (RLIN) |
719 |
| Source of heading or term |
GU-sh |
| 650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Underwater pipelines. |
| 9 (RLIN) |
720 |
| Source of heading or term |
GU-sh |
| 650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Offshore structures. |
| 9 (RLIN) |
721 |
| Source of heading or term |
GU-sh |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Corona, Edmundo, |
| 9 (RLIN) |
722 |
| Relator term |
author. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Koha item type |
Books |
| Source of classification or shelving scheme |
Dewey Decimal Classification |