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All-in-one manual of industrial piping practice and maintenance : on-the-job solutions, tips and insights / / K. K. Murty
| All-in-one manual of industrial piping practice and maintenance : on-the-job solutions, tips and insights / / K. K. Murty |
| Autore | Murty K (Kirshna) |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | New York : , : Industrial Press, , [2010] |
| Descrizione fisica | 1 online resource (xii, 396 pages) : illustrations |
| Disciplina | 621.8/672 |
| Soggetto topico |
Piping
Pipe Pipelines - Maintenance and repair |
| ISBN |
0-8311-9099-X
0-8311-9098-1 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910134795903321 |
Murty K (Kirshna)
|
||
| New York : , : Industrial Press, , [2010] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Defect Assessment for Integrity Management of Pipelines
| Defect Assessment for Integrity Management of Pipelines |
| Autore | Cheng Y. Frank |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Newark : , : John Wiley & Sons, Incorporated, , 2024 |
| Descrizione fisica | 1 online resource (355 pages) |
| Disciplina | 621.8/6720288 |
| Soggetto topico |
Pipelines - Maintenance and repair
Pipelines - Reliability Pipelines - Safety measures |
| ISBN |
1-119-81542-8
1-119-81540-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Title Page -- Copyright Page -- Dedication Page -- Contents -- Preface -- List of Abbreviations and Symbols -- Chapter 1 Pipeline Integrity Management -- 1.1 Introduction -- 1.2 Overview of Threats to Pipeline Integrity -- 1.2.1 Corrosion -- 1.2.2 Environmentally Assisted Cracking -- 1.2.2.1 Stress Corrosion Cracking -- 1.2.2.2 Corrosion Fatigue -- 1.2.2.3 Hydrogen-Induced Cracking -- 1.2.3 Manufacturing Defects -- 1.2.3.1 Manufacturing Defects on Pipe Body -- 1.2.3.2 Manufacturing Defects at Welds -- 1.2.4 Construction Damage -- 1.2.4.1 Encroachment Damage -- 1.2.4.2 Dents -- 1.2.5 Geotechnical Hazards -- 1.2.5.1 Landslides -- 1.2.5.2 Land Subsidence -- 1.2.5.3 Frost Heave and Thaw Settlement -- 1.2.5.4 Earthquakes -- 1.2.6 Threat Interaction -- 1.3 Elements of Pipeline Integrity Management -- 1.3.1 Identification -- 1.3.1.1 ILI Tools and the Applications -- 1.3.2 Assessment -- 1.3.2.1 Determination of FFS of Pipelines -- 1.3.3 Mitigation -- 1.3.3.1 Composite Sleeve Repair -- 1.3.3.2 Pipe Wall Grinding and Recoating -- 1.3.3.3 Metallic Sleeve Repair -- 1.3.4 Monitoring -- 1.3.4.1 Internal and External Corrosion Monitoring -- 1.3.4.2 Crack Monitoring -- 1.3.4.3 Welding Defect Monitoring -- 1.3.4.4 Mechanical Damage Monitoring -- 1.3.4.5 Incorrect Operation Monitoring -- 1.3.5 Prevention -- 1.4 Plan-Do-Check-Act Integrity Management Cycle -- 1.4.1 Plan -- 1.4.2 Do -- 1.4.3 Check -- 1.4.4 Act -- References -- Chapter 2 Levels I and II Assessment of Corrosion Anomalies on Pipelines -- 2.1 Defect Assessment for Pipeline FFS Determination -- 2.2 Evolution of Defect Assessment Techniques -- 2.2.1 Historical Background of Defect Assessment on Pipelines -- 2.2.2 Level-by-level Defect Assessment Approach -- 2.3 Level I Defect Assessment on Pipelines -- 2.3.1 Principle and Codes.
2.3.2 Applications of Level I Defect Assessment for Pipeline FFS Determination and Failure Pressure Prediction -- 2.3.3 Commentary Remarks for Level I Defect Assessment Methods -- 2.4 Level II Defect Assessment on Pipelines -- 2.4.1 Principle and Codes -- 2.4.1.1 The Level IIa Method -- 2.4.1.2 The Level IIb Method -- 2.4.2 Commentary Remarks for Level II Defect Assessment Methods -- References -- Chapter 3 Level III Assessment of Corrosion Anomalies on Pipelines -- 3.1 Introduction -- 3.2 Principle and Methods -- 3.2.1 Stress Conditions of Pipelines -- 3.2.2 Stress-Strain Relationships of Pipeline Steels -- 3.2.3 Pipeline Failure Criteria -- 3.2.3.1 Stress-based Criteria -- 3.2.3.2 Strain-based Criteria -- 3.3 Applications for FFS Determination and Failure Pressure Prediction of Pipelines -- 3.3.1 A Single Corrosion Defect on Pipelines -- 3.3.1.1 Failure Pressure Prediction and Evaluation of the Accuracy of Existing Industry Models -- 3.3.1.2 Local Stress and Strain Distributions at the Corrosion Defect -- 3.3.1.3 Failure Pressure of Pipelines Containing a Corrosion Defect Under a Combined Internal Pressure and Axial Strain -- 3.3.2 Multiple Corrosion Defects on Pipelines -- 3.3.2.1 The Model -- 3.3.2.2 Interaction of Longitudinally or Circumferentially Aligned Corrosion Defects on Pipelines -- 3.3.2.3 Overlapped Corrosion Defects on Pipelines -- 3.3.2.4 Quantification of the Interaction of Multiple Corrosion Defects -- 3.3.3 Defect Assessment Under Mechanical Vibration Induced by ILI Operation -- 3.3.3.1 The Model -- 3.3.3.2 Distributions of von Mises Stress at Corrosion Defect Under Cyclic Loading: Effect of R-ratio -- 3.3.3.3 Distributions of von Mises Stress and Strain at Corrosion Defect Under Cyclic Loading: Effect of Cyclic Frequency -- 3.3.3.4 ILI Operation and Its Potential Effect on Integrity of Pipelines Containing Corrosion Defect. 3.3.4 Corrosion Defect at Pipeline Elbow and the Burst Pressure Determination -- 3.3.4.1 Burst Pressure Prediction of Pipeline Elbow Containing Corrosion Defect -- 3.3.4.2 Development of the FE Model -- 3.3.4.3 Effects of Corrosion Defect Dimension on Burst Capacity of Pipe Elbow -- 3.3.4.4 A New Model for Prediction of Burst Pressure of Corroded Pipe Elbows -- 3.3.5 Interaction Between Internal and External Corrosion Defects on Pipelines -- 3.3.5.1 Model Development -- 3.3.5.2 Stress Distributions and Failure Pressure of a Steel Pipe Containing Corrosion Defects with Various Distribution Types -- 3.3.5.3 Assessment of the Interaction Between Internal and External Corrosion Defects and the Implication on Pipeline Integrity Management -- 3.4 Commentary Remarks -- References -- Chapter 4 Mechano-electrochemical Interaction for Level III Assessment of Corrosion Anomalies on Pipelines - A Single Corrosion Defect -- 4.1 Fundamentals of Mechano-electrochemical Interaction for Pipeline Corrosion -- 4.1.1 The Mechanical-Chemical Interaction of Corrosion of Stressed Metals -- 4.1.2 The M-E Interaction for Pipeline Corrosion -- 4.1.2.1 Corrosion Thermodynamics and Kinetics Under an Elastic Stress -- 4.1.2.2 Corrosion Thermodynamics and Kinetics Under a Plastic Stress -- 4.2 Multi-Physics Field Coupling at a Corrosion Defect on Pipelines -- 4.2.1 Electrochemical Anodic and Cathodic Reactions and Relevant Parameters -- 4.2.2 Electrical Field in the Solution Phase -- 4.2.3 Mechanical Stress Field on Pipelines -- 4.3 The M-E Interaction at a Single Corrosion Defect on Pipelines -- 4.3.1 A Single Corrosion Defect with a Regular Geometrical Shape -- 4.3.1.1 Corrosion Defect with Various Inclinations on Pipelines -- 4.3.1.2 Corrosion Defect at an Elbow of Pipelines -- 4.3.2 A Single Corrosion Defect with Complex Shape -- 4.3.2.1 At the Inclination Angle of 90. 4.3.2.2 At the Inclination Angle of 0 -- 4.3.2.3 Effect of the Corrosion Defect Geometry on Assessment Accuracy -- 4.3.3 Corrosion Defect Growth on Pipelines Under the M-E Interaction -- 4.3.3.1 The Model and Modeling Process -- 4.3.3.2 Corrosion Defect Growth and Failure Pressure Prediction Under Various Internal Pressures -- 4.3.3.3 Implications on Long-Term Performance of Corroded Pipelines -- 4.3.4 The M-E Interaction at a Corrosion Defect on Pipelines in Suspension and the Failure Pressure Prediction -- 4.3.4.1 The Model and Modeling Process -- 4.3.4.2 Modeling of von Mises Stress and Anodic Current Density at a Corrosion Defect on a Suspended Pipe -- 4.3.4.3 Failure Prediction of Suspended Pipelines Containing a Corrosion Defect -- References -- Chapter 5 Mechano-electrochemical Interaction for Level III Assessment of Corrosion Anomalies on Pipelines - Multiple Corrosion Defects -- 5.1 Introduction -- 5.2 Assessment of Multiple Corrosion Defects on Pipelines and Development of Interaction Rules -- 5.2.1 Longitudinally Aligned Corrosion Defects Under the M-E Interaction -- 5.2.1.1 The Model -- 5.2.1.2 Distributions of Stress and Anodic Current Density of the Pipe Containing Two Corrosion Defects Under Axial Tensile Stresses -- 5.2.1.3 Distributions of Stress and Anodic Current Density of a Pressurized Pipe Containing Two Corrosion Defects -- 5.2.1.4 A Critical Longitudinal Spacing Criterion -- 5.2.2 Circumferentially Aligned Corrosion Defects Under the M-E Interaction -- 5.2.2.1 The Model -- 5.2.2.2 Distributions of Stress and Anodic Current Density of the Pipe Under Axial Tensile Stresses -- 5.2.2.3 Distributions of Stress and Anodic Current Density of a Pressurized Pipe Containing Two Corrosion Defects -- 5.2.2.4 A Critical Circumferential Spacing Criterion -- 5.2.3 Overlapped Corrosion Defects Under the M-E Interaction -- 5.2.3.1 The Model. 5.2.3.2 Modeling of Stress and Anodic Current Density at Overlapped Corrosion Defects Under Various Internal Pressures -- 5.2.3.3 Modeling of Stress and Anodic Current Density Distributions at Overlapped Corrosion Defects with Various Defect Depths -- 5.2.3.4 Implications on Integrity of Pipelines Containing Overlapped Corrosion Defects -- 5.3 Interactions of Multiple Corrosion Defects with Irregular Orientations -- 5.3.1 The Model Development -- 5.3.2 Effects of Relative Positions and Spacing of the Corrosion Defects on M-E Interaction -- 5.3.2.1 Relative Longitudinal Positions and Spacing -- 5.3.2.2 Relative Circumferential Positions and Spacing -- 5.3.3 Implication on Pipeline Integrity in the Presence of Multiple, Irregularly Oriented Corrosion Defects -- References -- Chapter 6 Assessment of Dents on Pipelines -- 6.1 Introduction -- 6.2 Standards and Methods for Dent Assessment -- 6.2.1 Existing Dent Assessment Standards -- 6.2.2 Principles of the Dent Assessment Standards -- 6.2.3 Limitations of the Existing Standards and Improved Strain Determination for Dent Assessment -- 6.3 Assessment of Dent-Defect Combinations on Pipelines -- 6.3.1 Dent with a Gouge -- 6.3.2 Corrosion in Dent -- 6.3.3 Dent with Cracks -- 6.4 Fatigue Failure of Pipelines Containing Dents -- 6.5 Failure Criteria of Pipelines Containing Dents -- 6.5.1 Oyane's Plastic Failure Criterion and Ductile Fracture Damage Index (DFDI) Criterion -- 6.5.2 Strain Limit Damage (SLD) Criterion -- 6.5.3 Net Section Failure Criterion and Plastic Collapse Strain Criterion -- 6.5.4 Remaining Fatigue Life Criterion -- 6.6 Finite Element Modeling for Dent Assessment on Pipelines -- 6.6.1 Simulation of the Denting Process -- 6.6.1.1 Materials Model -- 6.6.1.2 Model Development -- 6.6.1.3 Modeling Verification -- 6.6.2 Modeling for Dent Assessment of Pipelines. 6.6.3 Modeling Assessment for Dent-Corrosion Combinations on Pipelines. |
| Record Nr. | UNINA-9910830452903321 |
|
Cheng Y. Frank
|
||
| Newark : , : John Wiley & Sons, Incorporated, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Defect Assessment for Integrity Management of Pipelines
| Defect Assessment for Integrity Management of Pipelines |
| Autore | Cheng Y. Frank |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Newark : , : John Wiley & Sons, Incorporated, , 2024 |
| Descrizione fisica | 1 online resource (355 pages) |
| Disciplina | 621.8/6720288 |
| Soggetto topico |
Pipelines - Maintenance and repair
Pipelines - Reliability Pipelines - Safety measures |
| ISBN |
1-119-81542-8
1-119-81540-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Title Page -- Copyright Page -- Dedication Page -- Contents -- Preface -- List of Abbreviations and Symbols -- Chapter 1 Pipeline Integrity Management -- 1.1 Introduction -- 1.2 Overview of Threats to Pipeline Integrity -- 1.2.1 Corrosion -- 1.2.2 Environmentally Assisted Cracking -- 1.2.2.1 Stress Corrosion Cracking -- 1.2.2.2 Corrosion Fatigue -- 1.2.2.3 Hydrogen-Induced Cracking -- 1.2.3 Manufacturing Defects -- 1.2.3.1 Manufacturing Defects on Pipe Body -- 1.2.3.2 Manufacturing Defects at Welds -- 1.2.4 Construction Damage -- 1.2.4.1 Encroachment Damage -- 1.2.4.2 Dents -- 1.2.5 Geotechnical Hazards -- 1.2.5.1 Landslides -- 1.2.5.2 Land Subsidence -- 1.2.5.3 Frost Heave and Thaw Settlement -- 1.2.5.4 Earthquakes -- 1.2.6 Threat Interaction -- 1.3 Elements of Pipeline Integrity Management -- 1.3.1 Identification -- 1.3.1.1 ILI Tools and the Applications -- 1.3.2 Assessment -- 1.3.2.1 Determination of FFS of Pipelines -- 1.3.3 Mitigation -- 1.3.3.1 Composite Sleeve Repair -- 1.3.3.2 Pipe Wall Grinding and Recoating -- 1.3.3.3 Metallic Sleeve Repair -- 1.3.4 Monitoring -- 1.3.4.1 Internal and External Corrosion Monitoring -- 1.3.4.2 Crack Monitoring -- 1.3.4.3 Welding Defect Monitoring -- 1.3.4.4 Mechanical Damage Monitoring -- 1.3.4.5 Incorrect Operation Monitoring -- 1.3.5 Prevention -- 1.4 Plan-Do-Check-Act Integrity Management Cycle -- 1.4.1 Plan -- 1.4.2 Do -- 1.4.3 Check -- 1.4.4 Act -- References -- Chapter 2 Levels I and II Assessment of Corrosion Anomalies on Pipelines -- 2.1 Defect Assessment for Pipeline FFS Determination -- 2.2 Evolution of Defect Assessment Techniques -- 2.2.1 Historical Background of Defect Assessment on Pipelines -- 2.2.2 Level-by-level Defect Assessment Approach -- 2.3 Level I Defect Assessment on Pipelines -- 2.3.1 Principle and Codes.
2.3.2 Applications of Level I Defect Assessment for Pipeline FFS Determination and Failure Pressure Prediction -- 2.3.3 Commentary Remarks for Level I Defect Assessment Methods -- 2.4 Level II Defect Assessment on Pipelines -- 2.4.1 Principle and Codes -- 2.4.1.1 The Level IIa Method -- 2.4.1.2 The Level IIb Method -- 2.4.2 Commentary Remarks for Level II Defect Assessment Methods -- References -- Chapter 3 Level III Assessment of Corrosion Anomalies on Pipelines -- 3.1 Introduction -- 3.2 Principle and Methods -- 3.2.1 Stress Conditions of Pipelines -- 3.2.2 Stress-Strain Relationships of Pipeline Steels -- 3.2.3 Pipeline Failure Criteria -- 3.2.3.1 Stress-based Criteria -- 3.2.3.2 Strain-based Criteria -- 3.3 Applications for FFS Determination and Failure Pressure Prediction of Pipelines -- 3.3.1 A Single Corrosion Defect on Pipelines -- 3.3.1.1 Failure Pressure Prediction and Evaluation of the Accuracy of Existing Industry Models -- 3.3.1.2 Local Stress and Strain Distributions at the Corrosion Defect -- 3.3.1.3 Failure Pressure of Pipelines Containing a Corrosion Defect Under a Combined Internal Pressure and Axial Strain -- 3.3.2 Multiple Corrosion Defects on Pipelines -- 3.3.2.1 The Model -- 3.3.2.2 Interaction of Longitudinally or Circumferentially Aligned Corrosion Defects on Pipelines -- 3.3.2.3 Overlapped Corrosion Defects on Pipelines -- 3.3.2.4 Quantification of the Interaction of Multiple Corrosion Defects -- 3.3.3 Defect Assessment Under Mechanical Vibration Induced by ILI Operation -- 3.3.3.1 The Model -- 3.3.3.2 Distributions of von Mises Stress at Corrosion Defect Under Cyclic Loading: Effect of R-ratio -- 3.3.3.3 Distributions of von Mises Stress and Strain at Corrosion Defect Under Cyclic Loading: Effect of Cyclic Frequency -- 3.3.3.4 ILI Operation and Its Potential Effect on Integrity of Pipelines Containing Corrosion Defect. 3.3.4 Corrosion Defect at Pipeline Elbow and the Burst Pressure Determination -- 3.3.4.1 Burst Pressure Prediction of Pipeline Elbow Containing Corrosion Defect -- 3.3.4.2 Development of the FE Model -- 3.3.4.3 Effects of Corrosion Defect Dimension on Burst Capacity of Pipe Elbow -- 3.3.4.4 A New Model for Prediction of Burst Pressure of Corroded Pipe Elbows -- 3.3.5 Interaction Between Internal and External Corrosion Defects on Pipelines -- 3.3.5.1 Model Development -- 3.3.5.2 Stress Distributions and Failure Pressure of a Steel Pipe Containing Corrosion Defects with Various Distribution Types -- 3.3.5.3 Assessment of the Interaction Between Internal and External Corrosion Defects and the Implication on Pipeline Integrity Management -- 3.4 Commentary Remarks -- References -- Chapter 4 Mechano-electrochemical Interaction for Level III Assessment of Corrosion Anomalies on Pipelines - A Single Corrosion Defect -- 4.1 Fundamentals of Mechano-electrochemical Interaction for Pipeline Corrosion -- 4.1.1 The Mechanical-Chemical Interaction of Corrosion of Stressed Metals -- 4.1.2 The M-E Interaction for Pipeline Corrosion -- 4.1.2.1 Corrosion Thermodynamics and Kinetics Under an Elastic Stress -- 4.1.2.2 Corrosion Thermodynamics and Kinetics Under a Plastic Stress -- 4.2 Multi-Physics Field Coupling at a Corrosion Defect on Pipelines -- 4.2.1 Electrochemical Anodic and Cathodic Reactions and Relevant Parameters -- 4.2.2 Electrical Field in the Solution Phase -- 4.2.3 Mechanical Stress Field on Pipelines -- 4.3 The M-E Interaction at a Single Corrosion Defect on Pipelines -- 4.3.1 A Single Corrosion Defect with a Regular Geometrical Shape -- 4.3.1.1 Corrosion Defect with Various Inclinations on Pipelines -- 4.3.1.2 Corrosion Defect at an Elbow of Pipelines -- 4.3.2 A Single Corrosion Defect with Complex Shape -- 4.3.2.1 At the Inclination Angle of 90. 4.3.2.2 At the Inclination Angle of 0 -- 4.3.2.3 Effect of the Corrosion Defect Geometry on Assessment Accuracy -- 4.3.3 Corrosion Defect Growth on Pipelines Under the M-E Interaction -- 4.3.3.1 The Model and Modeling Process -- 4.3.3.2 Corrosion Defect Growth and Failure Pressure Prediction Under Various Internal Pressures -- 4.3.3.3 Implications on Long-Term Performance of Corroded Pipelines -- 4.3.4 The M-E Interaction at a Corrosion Defect on Pipelines in Suspension and the Failure Pressure Prediction -- 4.3.4.1 The Model and Modeling Process -- 4.3.4.2 Modeling of von Mises Stress and Anodic Current Density at a Corrosion Defect on a Suspended Pipe -- 4.3.4.3 Failure Prediction of Suspended Pipelines Containing a Corrosion Defect -- References -- Chapter 5 Mechano-electrochemical Interaction for Level III Assessment of Corrosion Anomalies on Pipelines - Multiple Corrosion Defects -- 5.1 Introduction -- 5.2 Assessment of Multiple Corrosion Defects on Pipelines and Development of Interaction Rules -- 5.2.1 Longitudinally Aligned Corrosion Defects Under the M-E Interaction -- 5.2.1.1 The Model -- 5.2.1.2 Distributions of Stress and Anodic Current Density of the Pipe Containing Two Corrosion Defects Under Axial Tensile Stresses -- 5.2.1.3 Distributions of Stress and Anodic Current Density of a Pressurized Pipe Containing Two Corrosion Defects -- 5.2.1.4 A Critical Longitudinal Spacing Criterion -- 5.2.2 Circumferentially Aligned Corrosion Defects Under the M-E Interaction -- 5.2.2.1 The Model -- 5.2.2.2 Distributions of Stress and Anodic Current Density of the Pipe Under Axial Tensile Stresses -- 5.2.2.3 Distributions of Stress and Anodic Current Density of a Pressurized Pipe Containing Two Corrosion Defects -- 5.2.2.4 A Critical Circumferential Spacing Criterion -- 5.2.3 Overlapped Corrosion Defects Under the M-E Interaction -- 5.2.3.1 The Model. 5.2.3.2 Modeling of Stress and Anodic Current Density at Overlapped Corrosion Defects Under Various Internal Pressures -- 5.2.3.3 Modeling of Stress and Anodic Current Density Distributions at Overlapped Corrosion Defects with Various Defect Depths -- 5.2.3.4 Implications on Integrity of Pipelines Containing Overlapped Corrosion Defects -- 5.3 Interactions of Multiple Corrosion Defects with Irregular Orientations -- 5.3.1 The Model Development -- 5.3.2 Effects of Relative Positions and Spacing of the Corrosion Defects on M-E Interaction -- 5.3.2.1 Relative Longitudinal Positions and Spacing -- 5.3.2.2 Relative Circumferential Positions and Spacing -- 5.3.3 Implication on Pipeline Integrity in the Presence of Multiple, Irregularly Oriented Corrosion Defects -- References -- Chapter 6 Assessment of Dents on Pipelines -- 6.1 Introduction -- 6.2 Standards and Methods for Dent Assessment -- 6.2.1 Existing Dent Assessment Standards -- 6.2.2 Principles of the Dent Assessment Standards -- 6.2.3 Limitations of the Existing Standards and Improved Strain Determination for Dent Assessment -- 6.3 Assessment of Dent-Defect Combinations on Pipelines -- 6.3.1 Dent with a Gouge -- 6.3.2 Corrosion in Dent -- 6.3.3 Dent with Cracks -- 6.4 Fatigue Failure of Pipelines Containing Dents -- 6.5 Failure Criteria of Pipelines Containing Dents -- 6.5.1 Oyane's Plastic Failure Criterion and Ductile Fracture Damage Index (DFDI) Criterion -- 6.5.2 Strain Limit Damage (SLD) Criterion -- 6.5.3 Net Section Failure Criterion and Plastic Collapse Strain Criterion -- 6.5.4 Remaining Fatigue Life Criterion -- 6.6 Finite Element Modeling for Dent Assessment on Pipelines -- 6.6.1 Simulation of the Denting Process -- 6.6.1.1 Materials Model -- 6.6.1.2 Model Development -- 6.6.1.3 Modeling Verification -- 6.6.2 Modeling for Dent Assessment of Pipelines. 6.6.3 Modeling Assessment for Dent-Corrosion Combinations on Pipelines. |
| Record Nr. | UNINA-9910877190903321 |
|
Cheng Y. Frank
|
||
| Newark : , : John Wiley & Sons, Incorporated, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Journal of pipeline systems engineering and practice
| Journal of pipeline systems engineering and practice |
| Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers |
| Descrizione fisica | 1 online resource |
| Disciplina | 621 |
| Soggetto topico |
Pipelines - United States - Design and construction
Pipelines - United States - Maintenance and repair Hydraulic structures - United States Hydraulic structures Pipelines - Design and construction Pipelines - Maintenance and repair |
| Soggetto genere / forma | Periodicals. |
| ISSN | 1949-1204 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Pipeline systems engineering and practice |
| Record Nr. | UNISA-996202515703316 |
| Reston, Va., : American Society of Civil Engineers | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Pipeline inspection and health monitoring technology : the key to integrity management / / Hongfang Lu [and three others]
| Pipeline inspection and health monitoring technology : the key to integrity management / / Hongfang Lu [and three others] |
| Autore | Lu Hongfang |
| Edizione | [1st ed. 2023.] |
| Pubbl/distr/stampa | Singapore : , : Springer, , [2023] |
| Descrizione fisica | 1 online resource (295 pages) |
| Disciplina | 340.59 |
| Soggetto topico | Pipelines - Maintenance and repair |
| ISBN | 981-19-6798-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction -- Pipeline Inspection Technology -- Pipeline Health Monitoring Technology Based on Hardware -- Health Monitoring Technology Based on Signal Processing -- Health Monitoring Technology Based on Artificial Intelligence -- Data Preprocessing Technology in Pipeline Health Monitoring -- Heterogeneous Data Preprocessing and Alignment Technology in Pipeline Health Monitoring -- Application and Cases of Pipeline Inspection Technology -- Application and Cases of Pipeline Health Monitoring Technology. |
| Record Nr. | UNINA-9910640385703321 |
|
Lu Hongfang
|
||
| Singapore : , : Springer, , [2023] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Pipelines 2011 [[electronic resource] ] : a sound conduit for sharing solutions : proceedings of the Pipelines 2011 conference : July 23-27, 2011, Seattle, Washington / / sponsored by the Pipeline Division of the American Society of Civil Engineers ; edited by "David" Hyung Seok Jeong, Dan Pecha
| Pipelines 2011 [[electronic resource] ] : a sound conduit for sharing solutions : proceedings of the Pipelines 2011 conference : July 23-27, 2011, Seattle, Washington / / sponsored by the Pipeline Division of the American Society of Civil Engineers ; edited by "David" Hyung Seok Jeong, Dan Pecha |
| Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, 2011 |
| Descrizione fisica | 1 online resource (1491 p.) |
| Altri autori (Persone) | JeongDavid Hyung Seok |
| Soggetto topico |
Pipelines
Pipelines - Maintenance and repair |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-68015-404-4
0-7844-7665-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Table of Contents""; ""Asset Management""; ""Asset Management Answer to an EPA Order""; ""Damage Identification Based on Modal Analysis of Prestressed Concrete Pipes""; ""Development and the Comparison of a Weighted Factor and Fuzzy Inference Model for Performance Prediction of Metallic Water Pipelines""; ""Portland's Water Distribution Pipes Asset Management Plan""; ""Optimized Pipe Renewal Programs Ensure Cost-Effective Asset Management""; ""Crack Propagation in Prestressed Concrete Noncylinder Pipe Using Finite Element Method""
""Examination of Asbestos Cement Pipe Deterioration with Scanning Electron Microscopy""""Post Rehabilitation Assessment of System Integrity and Effectiveness of Retro Fitted Cathodic Protection Using Long Term Acoustic Monitoring Data""; ""National Database for Water Infrastructure System""; ""Transitioning from Leak Detection to Leak Prevention: Proactive Repair of Steel Pipelines Using Fiber Reinforced Polymer (FRP) Composites""; ""How to Fund Pipeline Renewal: Transitioning from O&M Funds to Capital Improvement Budgets""; ""Managing Gravity Pipelines in Philadelphia"" ""Using Real Age As a Better Indicator of Predicting Asset Remaining Life""""Introduction of Mobile Asset Management Technology to a Mid-Size Utility""; ""Observations from Several Condition Assessments of Prestressed Concrete Cylinder Pipe Used at Energy Generation Facilities""; ""Statistical Analysis of Condition Assessment Data and Prediction of Future Performance of PCCP""; ""Asset Management Likelihood of Failure Scoring Improved by Condition Assessment Scoring Integration Techniques"" ""Prestressed Concrete Cylinder Pipe Condition Assessment'What Works, What Doesn't, What's Next""""It's Never Easy Development and Implementation of a Comprehensive Force Main Condition Assessment""; ""Practical Application of Force Main Condition Assessment Methodologies for Long Term Asset Management Needs""; ""Denver Water's Assessment of Interior Polyurethane Coating of 108 Inch Water Pipeline""; ""Asset Management of Asbestos Cement Pipes Using Acoustic Methods: Theory and Case Studies""; ""Risk-Based Linear Asset Management at Fort Collins Utilities"" ""Sewer Main and Stub Condition Assessment and Repair/Rehabilitation "A Practical Approach""""Education, Training, and Public Involvement""; ""A Training Program for Asset Management of Infrastructure Water Pipelines""; ""Rigor Matrix to Enhance Public Involvement Effectiveness for Infrastructure Projects""; ""Case Study: Public Involvement Outcomes in Four Seattle Communities Targeted for New Combined Sewer Overflow Facilities""; ""Geotechnical Considerations for Pipeline Projects""; ""Numerical Simulation of Buried Steel Pipelines under Strike-Slip Fault Displacements"" ""Constrained Modulus of Crushed Rock for Pipeline Embedment"" |
| Record Nr. | UNINA-9910461306303321 |
| Reston, Va., : American Society of Civil Engineers, 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Pipelines 2012 : innovations in design, construction, operations, and maintenance - doing more with less : proceedings of the Pipelines 2012 Conference, August 19-22, 2012, Miami Beach, Florida / / sponsored by the Pipeline Division of the American Society of Civil Engineers ; edited by Robert J. Card, P.E., Michael K. Kenny, P.E
| Pipelines 2012 : innovations in design, construction, operations, and maintenance - doing more with less : proceedings of the Pipelines 2012 Conference, August 19-22, 2012, Miami Beach, Florida / / sponsored by the Pipeline Division of the American Society of Civil Engineers ; edited by Robert J. Card, P.E., Michael K. Kenny, P.E |
| Pubbl/distr/stampa | Reston, Virginia : , : American Society of Civil Engineers, , [2012] |
| Descrizione fisica | 1 online resource (1552 pages) : illustrations (chiefly color) |
| Soggetto topico |
Pipelines - Design and construction
Pipelines - Maintenance and repair Pipelines - Safety measures |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-68015-405-2
0-7844-7716-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910465433003321 |
| Reston, Virginia : , : American Society of Civil Engineers, , [2012] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Piping and pipeline assessment guide [[electronic resource] /] / A. Keith Escoe
| Piping and pipeline assessment guide [[electronic resource] /] / A. Keith Escoe |
| Autore | Escoe A. Keith |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier/Gulf Professional Pub., c2006 |
| Descrizione fisica | 1 online resource (573 p.) |
| Disciplina | 621.8/672 |
| Collana | Stationary equipment assessment series |
| Soggetto topico |
Piping - Maintenance and repair
Pipelines - Maintenance and repair Service life (Engineering) |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-63129-5
9786610631292 0-08-045711-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front cover; Title page; Copyright; Table of contents; Preface; 1 An Introduction to In-plant Piping and Pipeline Fitness-for-Service; Introduction; What Is Piping?; Areas Where Corrosion Attacks Piping; The Maximum Acceptable Operating Pressure (MAOP); Assessment Procedure; Classification of Corroded Regions; External Versus Internal Corrosion; Localized Versus General Corrosion; Interaction of Closely Spaced Areas of Corrosion; Circumferential Extent of Damage; Welds, Elbows, and Branch Connections; Corroded Pit Region Interaction Parameters; Methodology
Determining the Allowable Length of CorrosionCorrosion Allowance; Assessing Type 3 Flaws; Burst Test Validation; Circumferential Corrosion; Criteria for Circumferential Metal Loss; Methodology of Circumferential Metal Loss; Corrosion in Pipe Bends; Branch Connections and Fittings; Determining a Maximum Allowable Operating Pressure; Flaws in Heat Affected Zones of Welds; Example 1-1; Example 1-2; Checking for the Circumferential Direction Criteria; Example 1-3; 2 An Introduction to Engineering Mechanics of Piping; Piping Criteria; Stress Categories Allowable Stress Range for Secondary StressesStresses Acting on Piping Elements; Stress Calculations; ASME B31.1 Code Stress; ASME B31.3 Code Stress; The Pipeline Codes-ASME B31.4 and B31.8; ASME B31.4-Liquid Transportation Pipelines Code; ASME B31.8-Gas Transmission and Distribution Pipeline Code; Flexibility and Stiffness of Piping; Stiffness and Large Piping; Flexibility Method of Piping Mechanics; Pipe Offsets and Loops; Pipe Restraints and Anchors; Criteria for Flexibility Analysis; Example Using the Empirical Flexibility Criterion Suggested Criteria for Level of Piping Flexibility AnalysisClosure; 3 Fitness-for-Service Topics of Local Thin Areas, Plain Dents, Dents-Gouges, and Cracks for Piping; Useful RSF Equations Using API 579; Assessment Techniques and Acceptance Criteria; Remaining Life Assessment; Remediation; In-Service Monitoring; Documentation; Damage Mechanisms; Blisters and Laminations; Assessment of Local Thin Areas; General Metal Loss Assessment; Individual Point Readings; Thickness Profiles; Structural Discontinuities; Level 1 Part 4 Acceptance Criteria; Level 2 Assessments Level 2 Part 4 Acceptance CriteriaLocal Metal Loss Assessment; Determining the LTA Boundary; Level 1 Part 5 Acceptance Criteria; Level 2 Part 5 Acceptance Criteria; Assessing Supplemental Loads; Level 3 Assessments; Elastic-Plastic Analysis of LTAs; Common Mistakes Made in Level 3 Assessments; Performing the Remaining Life Assessment; The MAWP Approach; The Thickness Approach; Material Property Data; Material Property Data Required for Assessment; Crack-like Flaws; Remediation of Crack Defects; Grooves, Plain Dents, and Dents with Gouges; Plain Dents; Dents and Gouge Combination Type Flaws Example 3-1: API 579 Example 5.11.1 Revisited |
| Altri titoli varianti | Piping and pipelines assessment guide |
| Record Nr. | UNINA-9910457300503321 |
|
Escoe A. Keith
|
||
| Amsterdam ; ; Boston, : Elsevier/Gulf Professional Pub., c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Piping and pipeline assessment guide [[electronic resource] /] / A. Keith Escoe
| Piping and pipeline assessment guide [[electronic resource] /] / A. Keith Escoe |
| Autore | Escoe A. Keith |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier/Gulf Professional Pub., c2006 |
| Descrizione fisica | 1 online resource (573 p.) |
| Disciplina | 621.8/672 |
| Collana | Stationary equipment assessment series |
| Soggetto topico |
Piping - Maintenance and repair
Pipelines - Maintenance and repair Service life (Engineering) |
| ISBN |
1-280-63129-5
9786610631292 0-08-045711-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front cover; Title page; Copyright; Table of contents; Preface; 1 An Introduction to In-plant Piping and Pipeline Fitness-for-Service; Introduction; What Is Piping?; Areas Where Corrosion Attacks Piping; The Maximum Acceptable Operating Pressure (MAOP); Assessment Procedure; Classification of Corroded Regions; External Versus Internal Corrosion; Localized Versus General Corrosion; Interaction of Closely Spaced Areas of Corrosion; Circumferential Extent of Damage; Welds, Elbows, and Branch Connections; Corroded Pit Region Interaction Parameters; Methodology
Determining the Allowable Length of CorrosionCorrosion Allowance; Assessing Type 3 Flaws; Burst Test Validation; Circumferential Corrosion; Criteria for Circumferential Metal Loss; Methodology of Circumferential Metal Loss; Corrosion in Pipe Bends; Branch Connections and Fittings; Determining a Maximum Allowable Operating Pressure; Flaws in Heat Affected Zones of Welds; Example 1-1; Example 1-2; Checking for the Circumferential Direction Criteria; Example 1-3; 2 An Introduction to Engineering Mechanics of Piping; Piping Criteria; Stress Categories Allowable Stress Range for Secondary StressesStresses Acting on Piping Elements; Stress Calculations; ASME B31.1 Code Stress; ASME B31.3 Code Stress; The Pipeline Codes-ASME B31.4 and B31.8; ASME B31.4-Liquid Transportation Pipelines Code; ASME B31.8-Gas Transmission and Distribution Pipeline Code; Flexibility and Stiffness of Piping; Stiffness and Large Piping; Flexibility Method of Piping Mechanics; Pipe Offsets and Loops; Pipe Restraints and Anchors; Criteria for Flexibility Analysis; Example Using the Empirical Flexibility Criterion Suggested Criteria for Level of Piping Flexibility AnalysisClosure; 3 Fitness-for-Service Topics of Local Thin Areas, Plain Dents, Dents-Gouges, and Cracks for Piping; Useful RSF Equations Using API 579; Assessment Techniques and Acceptance Criteria; Remaining Life Assessment; Remediation; In-Service Monitoring; Documentation; Damage Mechanisms; Blisters and Laminations; Assessment of Local Thin Areas; General Metal Loss Assessment; Individual Point Readings; Thickness Profiles; Structural Discontinuities; Level 1 Part 4 Acceptance Criteria; Level 2 Assessments Level 2 Part 4 Acceptance CriteriaLocal Metal Loss Assessment; Determining the LTA Boundary; Level 1 Part 5 Acceptance Criteria; Level 2 Part 5 Acceptance Criteria; Assessing Supplemental Loads; Level 3 Assessments; Elastic-Plastic Analysis of LTAs; Common Mistakes Made in Level 3 Assessments; Performing the Remaining Life Assessment; The MAWP Approach; The Thickness Approach; Material Property Data; Material Property Data Required for Assessment; Crack-like Flaws; Remediation of Crack Defects; Grooves, Plain Dents, and Dents with Gouges; Plain Dents; Dents and Gouge Combination Type Flaws Example 3-1: API 579 Example 5.11.1 Revisited |
| Altri titoli varianti | Piping and pipelines assessment guide |
| Record Nr. | UNINA-9910784362803321 |
|
Escoe A. Keith
|
||
| Amsterdam ; ; Boston, : Elsevier/Gulf Professional Pub., c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Piping and pipeline assessment guide / / A. Keith Escoe
| Piping and pipeline assessment guide / / A. Keith Escoe |
| Autore | Escoe A. Keith |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier/Gulf Professional Pub., c2006 |
| Descrizione fisica | 1 online resource (573 p.) |
| Disciplina | 621.8/672 |
| Collana | Stationary equipment assessment series |
| Soggetto topico |
Piping - Maintenance and repair
Pipelines - Maintenance and repair Service life (Engineering) |
| ISBN |
1-280-63129-5
9786610631292 0-08-045711-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front cover; Title page; Copyright; Table of contents; Preface; 1 An Introduction to In-plant Piping and Pipeline Fitness-for-Service; Introduction; What Is Piping?; Areas Where Corrosion Attacks Piping; The Maximum Acceptable Operating Pressure (MAOP); Assessment Procedure; Classification of Corroded Regions; External Versus Internal Corrosion; Localized Versus General Corrosion; Interaction of Closely Spaced Areas of Corrosion; Circumferential Extent of Damage; Welds, Elbows, and Branch Connections; Corroded Pit Region Interaction Parameters; Methodology
Determining the Allowable Length of CorrosionCorrosion Allowance; Assessing Type 3 Flaws; Burst Test Validation; Circumferential Corrosion; Criteria for Circumferential Metal Loss; Methodology of Circumferential Metal Loss; Corrosion in Pipe Bends; Branch Connections and Fittings; Determining a Maximum Allowable Operating Pressure; Flaws in Heat Affected Zones of Welds; Example 1-1; Example 1-2; Checking for the Circumferential Direction Criteria; Example 1-3; 2 An Introduction to Engineering Mechanics of Piping; Piping Criteria; Stress Categories Allowable Stress Range for Secondary StressesStresses Acting on Piping Elements; Stress Calculations; ASME B31.1 Code Stress; ASME B31.3 Code Stress; The Pipeline Codes-ASME B31.4 and B31.8; ASME B31.4-Liquid Transportation Pipelines Code; ASME B31.8-Gas Transmission and Distribution Pipeline Code; Flexibility and Stiffness of Piping; Stiffness and Large Piping; Flexibility Method of Piping Mechanics; Pipe Offsets and Loops; Pipe Restraints and Anchors; Criteria for Flexibility Analysis; Example Using the Empirical Flexibility Criterion Suggested Criteria for Level of Piping Flexibility AnalysisClosure; 3 Fitness-for-Service Topics of Local Thin Areas, Plain Dents, Dents-Gouges, and Cracks for Piping; Useful RSF Equations Using API 579; Assessment Techniques and Acceptance Criteria; Remaining Life Assessment; Remediation; In-Service Monitoring; Documentation; Damage Mechanisms; Blisters and Laminations; Assessment of Local Thin Areas; General Metal Loss Assessment; Individual Point Readings; Thickness Profiles; Structural Discontinuities; Level 1 Part 4 Acceptance Criteria; Level 2 Assessments Level 2 Part 4 Acceptance CriteriaLocal Metal Loss Assessment; Determining the LTA Boundary; Level 1 Part 5 Acceptance Criteria; Level 2 Part 5 Acceptance Criteria; Assessing Supplemental Loads; Level 3 Assessments; Elastic-Plastic Analysis of LTAs; Common Mistakes Made in Level 3 Assessments; Performing the Remaining Life Assessment; The MAWP Approach; The Thickness Approach; Material Property Data; Material Property Data Required for Assessment; Crack-like Flaws; Remediation of Crack Defects; Grooves, Plain Dents, and Dents with Gouges; Plain Dents; Dents and Gouge Combination Type Flaws Example 3-1: API 579 Example 5.11.1 Revisited |
| Altri titoli varianti | Piping and pipelines assessment guide |
| Record Nr. | UNINA-9910824461303321 |
|
Escoe A. Keith
|
||
| Amsterdam ; ; Boston, : Elsevier/Gulf Professional Pub., c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
