Pipelines [[electronic resource] ] : design, applications and safety / / Miguel G. Rivero and Lautaro M. Mansillo, editors

• Pubblicazione: New York, : Nova Science Publishers, Inc., c2012
• Edizione: 1st ed.
• Descrizione fisica: 1 online resource (280 p.)
• Disciplina: 621.8/672
• Soggetto topico: Pipelines; Pipelines - Safety measures; Pipelines - Design and construction
• Altri autori: RiveroMiguel G MansilloLautaro M
• Note generali: Description based upon print version of record.
• Nota di bibliografia: Includes bibliographical references and index.
• Nota di contenuto: Intro -- PIPELINES -- PIPELINES -- CONTENTS -- PREFACE -- DRINKING WATER PIPELINE DETERIORATION -- ABSTRACT -- 1. CORROSIVITY OF WATER IN DRINKING WATER DISTRIBUTION SYSTEM -- 2. CHARACTERIZATION OF DEPOSITS FORMED INSIDE PIPELINES -- 3. EXTERNAL CORROSION ON UNDERGROUND PIPELINE NETWORK: SELECTION OF THE MAIN VARIABLES THAT TAKE PLAY IN THE CORROSION OF THE STRUCTURE -- 4. EVALUATION OF INTERNAL CORROSION OF METALS USED IN DRINKING WATER DISTRIBUTION NETWORKS -- 4.1. Corrosion of Metals Used in Water Distribution Networks -- 4.2. Pilot Systems to Assess Internal Corrosion in Drinking Water Network -- 4.3. Pilot System Study at Ayura Treatment Plant -- 5. ELECTROCHEMICAL TECHNIQUES FOR EVALUATION OF METAL CORROSION IN DRINKING WATER -- 5.1. Carbon Steel and Cast Iron Pipes -- 5.2. Copper Pipes -- 5.3. Stainless Steel Pipes -- 6. PREDICTION OF LIFESPAN IN UNDERGROUND DISTRIBUTION WATER NETWORKS -- 6.1. Factors Influencing Pipeline Deterioration -- 6.2. Analysis of Deterioration in Pipeline Infrastructure -- 6.2.1. Statistical Models -- 6.2.2. Mechanical Models -- REFERENCES -- SCC BEHAVIOR IN BURIED PIPELINE STEELS: REVIEW ARTICLE -- 1. INTRODUCTION -- 2. NEAR-NEUTRAL PH AND HIGH PH SCC IN PIPELINES -- 2.1. High pH SCC -- 2.2. Near-neutral pH SCC -- 2.3. High pH vs Near-neutral pH SCC Crack Characteristics -- 3. SCC FACTORS -- 3.1. Metallurgy -- 3.2. Mechanical Properties -- 3.3. Pipeline Operating Conditions -- 3.4. Coating -- 3.5. Soil Conditions -- 4. CATHODIC PROTECTION -- 5. HYDROGEN EMBRITTLEMENTAND THE EFFECT OF ELECTRODE POTENTIAL -- 6. RECENT INVESTIGATIONS OF THE AUTHORS IN THE FIELD -- INTRODUCTION REFERENCES -- SCC FACTORS, CATHODIC PROTECTION, HYDROGEN EMBRITTLEMENTREFERENCES -- RECENT INVESTIGATIONS OF THE AUTHORS REFERENCES -- A SCIENCE-BASED MODEL FOR CRACK GROWTH OF BURIED PIPELINES UNDERGOING HIGH PH SCC -- ABSTRACT. ; 1. INTRODUCTION -- 2. BASIC CONCEPTS FOR MODELING -- 3. LOCAL STRAIN RATE AT CRACK TIP -- 3.1. Near-Tip Strain Field of a Growing Crack -- 3.2. CTSR due to Crack-Tip Advance -- 3.3. CSTR due to Cyclic Load -- 3.4. Threshold of Crack Growth -- 4. LOCAL ENVIRONMENT AT CRACK TIP -- 5. FORMULATION OF CRACK GOWTH MODEL -- 6. PREDICTION OF CRACK VELOCITY -- 6.1. K - and f - Dependences -- 6.2. Effects of Potential and Anodic Current Density -- 6.3. Impact of Repassivation Kinetics -- 7. ENGINEERING APPLICATIONS -- 7.1. Estimation of Stress Intensity Factor -- 7.2. Effect of Crack Size -- 7.3. An Example of Remaining Lifetime Prediction -- 7.4. Local Environment in Coating-Disbonded Region -- 7.5. Fatigue and Cyclic-Load-Enhanced SCC -- CONCLUSIONS -- ACKNOWLEDGEMENTS -- REFERENCES -- INTERNAL STRESSES IN PIPELINE COATING: MANUFACTURING PROCESS AND LIFETIME -- ABSTRACT -- INTRODUCTION -- PART A: MANUFACTURING PROCESS -- 1. Three-layer Coating Description -- 2. Three-layer Coating Pipeline Process -- 3. Internal Stresses in Coating -- 3.1. Stresses Generated during the Process: Origins -- 3.2. Internal Stresses Estimations: Analytical, Experimental and Numerical Approaches -- 3.2.1. Analytical Approach -- 3.2.2. Experimental Measurements -- 3.2.3. Finite Element Method -- 4. Finite Element Analysis of Process Pipe Coating -- 4.1. Experimental Parameters Determination -- 4.1.1. Parameters Fixed with Temperature -- 4.1.2. Parameters vs Temperature -- 4.2. Viscoelastic Behaviour: Constitutive Laws [34,35] -- 4.2.1. Time Domain Viscoelasticity -- 4.2.2. Defining the Shear Behaviour -- 4.2.3. Numerical Implementation: Prony Series -- 4.2.4. Temperature Effects: Williams-Landel-Ferry Law (WLF) -- 4.3. Finite Element Models: Results and Analysis -- 4.3.1. Description of Finite Element Models. ; 4.3.2. Linear Thermoelastic Behaviours: All Physical Properties Independent of Temperature -- 4.3.2.1. Temperature Distribution -- 4.3.2.2. Shrinkage Values -- 4.3.2.3. Internal Stresses -- 4.3.3. Linear Thermoelastic Behaviours: Young Modulus Dependent of Temperature -- 4.3.4. Thermoviscoelastic Behaviours -- 5. Conclusion -- PART B: DURABILITY IN HUMID ENVIRONMENTS -- 1. Definitions -- 2. Diffusion Kinetics -- 2.1. Fickian Diffusion -- 2.2. Non Fickian Diffusion -- 3. Parameters Influencing Water Diffusion -- 3.1. Influence of Microstructure -- 3.1.1. Influence of Crosslinking -- 3.1.2. Influence of Resin Nature -- 3.2. Influence of Filler Nature -- 3.3. Influence of Polyolefine Density -- 3.4. Influence of Temperature -- 4. Experimental Data from Literature -- 5. Wet Disbonding -- 5.1. Description of the Phenomenon -- 5.2. Improvement of Adherence -- 5.3. Adhesion Measurements of Coatings -- 5.4. Correlation with Diffusion Data -- 6. Conclusion -- 7. Future Trends -- REFERENCES -- NONDESTRUCTIVE EVALUATION OF STRESSED STATES OF PIPELINES BY ULTRASOUND -- ABSTRACT -- INTRODUCTION -- MAIN ADVANTAGES OF ACOUSTOELASTIC METHOD OF STRESS EVALUATION -- ACOUSTOELASTIC INVESTIGATION OF IN-PLANE PRINCIPAL STRESSES -- EXPERIMENTAL EQUIPMENT -- Main Practical Purposes of IN-5101A -- NONDESTRUCTIVE EVALUATION OF BIAXIAL STRESS IN A CLOSED PIPE -- EVALUATION OF NON-DESIGN AXIAL STRESSES IN TECHNOLOGICAL PIPELINES -- Laboratory Experiments -- Evaluation of Stressed State of Pipelines -- CONCLUSIONS AND RECOMMENDATIONS -- ACKNOWLEDGMENTS -- REFERENCES -- AERIAL ALTITUDE GAS PIPELINE -- ABSTRACT -- 1. INTRODUCTION -- 1.1. Natural Gas -- 1.2. Current Pipelines -- Natural Gas Pipelines -- Oil and Petroleum Products Pipelines -- The Trans-Alaskan Pipeline -- 1.3. Some currently Planned Pipeline Projects -- 2. DESCRIPTION OF INNOVATION. ; 3. METHODS OF THE ESTIMATION OF THE ALTITUDE GAS PIPELINE -- 4. PROJECT -- 4.1. Main Data -- 4.2. Cost of Altitude Gas Pipeline -- CONCLUSION -- ACKNOWLEDGEMENT -- REFERENCES -- OUTFLOW OF GAS FROM A LIMITED VOLUME THROUGH A PIPELINE WITH FRICTION -- ABSTRACT -- INTRODUCTION -- EXPERIMEENTAL FACCILITY -- MEASUREMENT PROCEDURE AND REGISTRATION OF FLOW CHARACTERISTICS -- EXPERIMENTAL PROCEDURE -- EXPERIMENTAL RESULTS -- COMPARISON OF EXPERIMENTAL DATA WITH CALCULATIONS -- REFERENCES -- ONE-DIMENSIONAL MODELS FOR CALCULATING COMPRESSIBLE GAS FLOW WITH FRICTION THROUGH PIPELINE -- ABSTRACT -- INTRODUCTION -- THEORETICAL CONSIDERATION -- REFERENCES -- PIPE JOINT STRENGTH DESIGN AND SERVICE LIFE OF A PSEUDO HOMOGENEOUS ALLWELD METAL UNDER CONTINUUM FLOW -- ABSTRACT -- 1. INTRODUCTION -- 2. APPLICATION OF THE TAGUCHI METHOD WITH GREY RELATIONAL ANALYSIS -- 2.1. Grey Relational Analysis -- 2.2. Grey Relational Coefficient ijξ -- 2.3. Grey Relational Grade and its Order -- 2.4. Analysis of Variance (ANOVA) -- 2.5. Confirmation Test ῆ -- 3. ANALYSIS OF THE ALLOYING ELEMENTS OF THE WELDS MADE FROM THE OPTIMUM PROCESS PARAMETERS -- 4. MECHANICAL PROPERTIES OF STEEL WELD AND PIPE -- Tensile Strength Test -- V-Notch Impact Test -- Hardness Test -- Chemical Composition Analysis -- Weld Microstructure -- 5. EXPERT ASSESSMENT OF WELD STRENGTH QUALITY USING THE KENDALL'S COEFFICIENT OF CONCORDANCE -- Scoring Criteria -- CONCLUSION -- REFERENCE -- INDEX.
• Titolo autorizzato: Pipelines
• ISBN: 1-62100-289-6
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9910829195903321
• Lo trovi qui: Univ. Federico II
• Serie: Construction materials and engineering.