UID:
almahu_9949697628702882
Format:
1 online resource (473 pages) :
,
illustrations
ISBN:
0-08-101929-7
,
0-08-101928-9
Content:
Handbook of Materials Failure Analysis: With Case Studies from the Construction Industry provides a thorough understanding of the reasons materials fail in certain situations, covering important scenarios including material defects, mechanical failure due to various causes, and improper material selection and/or corrosive environment. The book begins with a general overview of materials failure analysis and its importance, and then logically proceeds from a discussion of the failure analysis process, types of failure analysis, and specific tools and techniques, to chapters on analysis of materials failure from various causes. Failure can occur for several reasons, including: materials defects-related failure, materials design-related failure, or corrosion-related failures. The suitability of the materials to work in a definite environment is an important issue. The results of these failures can be catastrophic in the worst case scenarios, causing loss of life. This important reference covers the most common types of materials failure, and provides possible solutions.
Note:
Cover -- Title Page -- Copyright Page -- Contents -- List of Contributors -- Chapter 1 - Failure of the metallic structures due to microbiologically induced corrosion and the techniques for protection -- 1 - Introduction -- 1.1 - History of MIC -- 1.2 - Economic impact -- 2 - Mechanism of MIC -- 2.1 - Formation of biofilm -- 2.2 - Change of environment within biofilm -- 2.3 - Deterioration of the metal surface -- 2.4 - Common types of bacteria in MIC -- 2.4.1 - Sulfate-reducing bacteria -- 2.4.2 - Acid-producing bacteria -- 2.4.3 - Iron-reducing bacteria -- 2.4.4 - Common metals affected by MIC -- 3 - Types of corrosion caused by MIC -- 3.1 - Pitting corrosion -- 3.2 - Crevice corrosion -- 3.3 - Stress corrosion cracking -- 4 - Methods for detecting and recognizing MIC -- 4.1 - Detecting MIC -- 4.2 - Electrochemical measurement -- 4.3 - Surface analysis -- 4.4 - Probing MIC -- 5 - Protection from MIC -- 5.1 - Early detection and monitoring -- 5.2 - Coatings and lining -- 5.3 - Cathodic and anodic protection -- 5.4 - Inhibitors -- 5.5 - Oxidizing and nonoxidizing biocides -- 5.6 - Keeping the system clean -- 5.7 - Material selection and design improvement -- 6 - Conclusions -- 7 - Future work -- References -- Further ReadingS -- Chapter 2 - Failure analysis of welded constructional steel components -- 1 - Introduction -- 2 - Weld stresses -- 3 - Fracture mechanics -- 4 - Characteristics of welds -- 5 - Welding defects -- 6 - Conclusions -- Nomenclature -- Abbreviations -- References -- Chapter 3 - Failure analysis of buried steel pipe under common geological disasters -- 1 - Introduction -- 2 - Fault movement -- 2.1 - Strike-slip fault -- 2.2 - Reverse fault -- 3 - Landslide -- 4 - Ground settlement -- 5 - Rockfall impact -- 5.1 - Pipe in soil stratum -- 5.2 - Pipe in rock stratum -- 6 - Conclusions -- References.
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Chapter 4 - Construction failures due to improper materials, manufacturing, and design -- 1 - Introduction -- 2 - Failures due to substandard or improper material -- 2.1 - Case 1: Breakage of foundation bolt on a construction site -- 2.1.1 - Description of the failure -- 2.1.2 - Investigation -- 2.1.3 - Conclusion -- 2.1.4 - Recommendation -- 2.2 - Case 2: Breakage of rebars while bending during construction of reinforcement concrete -- 2.2.1 - Description of the failure -- 2.2.2 - Investigation -- 2.2.3 - Conclusion -- 2.2.4 - Recommendation -- 3 - Failures due to manufacturing as well as fabrication defect -- 3.1 - Case 3: Failure of I-beam column of a warehouse during construction -- 3.1.1 - Description of the failure -- 3.1.2 - Investigation -- 3.1.3 - Conclusion -- 3.1.4 - Recommendation -- 4 - Failures due to improper designing and assembling -- 4.1 - Case 4: Failure of a conveyor bend pulley -- 4.1.1 - Description of the failure -- 4.1.2 - Investigation -- 4.1.3 - Conclusion -- 4.1.4 - Recommendation -- 4.2 - Case 5: failure of tie rod of a bottom dispenser bucket in a lifting arrangement -- 4.2.1 - Description of the failure -- 4.2.2 - Investigation -- 4.2.3 - Conclusion -- 4.2.4 - Recommendation -- 4.3 - Case 6: Failure of street light pole -- 4.3.1 - Description of the failure -- 4.3.2 - Investigation -- 4.3.3 - Conclusion -- 4.3.4 - Recommendation -- 5 - Concluding remarks -- References -- Chapter 5 - Failures of construction equipment and accessories: metallurgical root-cause analysis -- 1 - Introduction -- 2 - Failures due to improper material -- 2.1 - Case 1: failure of an arm pin of a boom placer or reach stacker -- 2.1.1 - Description of the failure -- 2.1.2 - Investigation -- 2.1.3 - Conclusion -- 2.1.4 - Recommendation -- 2.2 - Case 2: failure of chisel of a rock breaker -- 2.2.1 Description of the failure -- 2.2.2 Investigation.
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2.2.3 - Conclusion -- 2.2.4 - Recommendation -- 3 - Failures due to manufacturing as well as fabrication defect -- 3.1 - Case 3: failure of chain links while lifting loads -- 3.1.1 - Description of the failure -- 3.1.2 - Investigation -- 3.1.3 - Conclusion -- 3.1.4 - Recommendation -- 3.2 - Case 4: failure of a crane hook -- 3.2.1 Description of the failure -- 3.2.2 Investigation -- 3.2.3 - Conclusion -- 3.2.4 - Recommendations -- 3.3 - Case 5: failure of truck-mounted crane (cherry-picker truck) -- 3.3.1 - Description of the failure -- 3.3.2 - Investigation -- 3.3.3 - Conclusion -- 3.3.4 - Recommendation -- 4 - Failures due to service abuses -- 4.1 - Case 6: failure of omega crane hoist wire rope -- 4.1.1 - Description of the failure -- 4.1.2 - Investigation -- 4.1.3 - Conclusion -- 4.1.4 - Recommendation -- 5 - Failures due to improper maintenance and inspection -- 5.1 - Case 7: failure of a wire rope -- 5.1.1 - Description of the failure -- 5.1.2 - Investigation -- 5.1.3 - Conclusion -- 5.1.4 Recommendation -- 6 - Concluding remarks -- References -- Chapter 6 - Corrosion and protection of the metallic structures in the petroleum industry due to corrosion and the techniques f... -- 1 - Introduction -- 1.1 - Corrosion problems in petroleum metallic structures -- 1.1.1 - Sweet (CO2) corrosion -- 1.1.2 - H2S corrosion -- 1.1.3 - O2 corrosion -- 1.2 - Material failure types and mechanism -- 1.2.1 - Pitting corrosion -- 1.2.2 - Erosion corrosion -- 1.2.3 - Cavitation corrosion -- 1.2.4 - Galvanic corrosion -- 1.2.5 - Microbiologically induced corrosion -- 1.2.6 - Stress corrosion cracking -- 1.2.7 - Sulfide stress corrosion cracking -- 2 - Common corrosion failure cases -- 2.1 - Corrosion under insulation -- 2.2 - Erosion corrosion caused by sand slurry -- 3 - Material protection -- 3.1 - Metal isolation (coatings and linings).
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3.2 - Corrosion-resistant alloys -- 3.3 - Corrosion inhibitors -- 3.4 - Cathodic protection -- 3.4.1 - Impressed current -- 3.4.2 - Sacrificial anodes -- 4 - Outlook -- References -- Chapter 7 - Failure of timber constructions -- 1 - Timber mechanics and failure -- 1.1 - Mechanical properties -- 1.2 - Failure criteria -- 1.3 - Modeling of timber failure -- 2 - Failure of timber connections -- 2.1 - Failure modes of mechanical timber connections -- 2.1.1 - Ductile failure mode -- 2.1.2 - Brittle failure mode -- 2.1.2.1 - Parallel to grain -- 2.1.2.2 - Perpendicular to grain -- 3 - Collapses of timber buildings: case studies -- 3.1 - Recent studies on the collapse of timber buildings -- 3.1.1 - Causes of building failure -- 3.1.2 - Structural element involved -- 3.2 - Case studies of failure of timber structures -- 3.2.1 - Inadequate design: Ballerup Arena (2003) -- 3.2.2 - Inadequate fabrication control: Jyväskylä Fair Center (2003) -- 3.2.3 - Inadequate production processes: Bad Reichenhall ice arena (2006) -- 3.3 - Recommendations to reduce failure of timber constructions -- References -- Chapter 8 - Structural failures in cast-in-place reinforced concrete building structures under construction -- 1 - Introduction -- 2 - A brief description of the construction of RC building structures -- 3 - Collapses during construction -- 4 - Causes of failures in RC building structures during construction -- 5 - Measures to minimize the risk of collapse -- 6 - Conclusions -- Acknowledgments -- References -- Chapter 9 - Reliability design of the drawer system in French refrigerator subject to repetitive stresses -- 1 - Introduction -- 2 - Load analysis -- 3 - Parametric accelerated life testing of drawer system in French refrigerator system -- 4 - Laboratory experiments -- 5 - Conclusions -- Nomenclature -- References.
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Chapter 10 - Failure analysis of a crusher jaw -- 1 - Introduction -- 2 - Methodology -- 2.1 - Background information -- 2.2 - Visual examination -- 2.3 - Fractographic examination -- 2.4 - Chemical analysis -- 2.5 - Casting of austenitic manganese steel -- 2.5.1 - Machining of standard test piece -- 2.5.2 - Heat-treatment -- 2.5.3 - Mechanical testing -- 2.5.4 - Metallographic examination -- 3 - Results and discussion -- 4 - Economic benefits of this study -- 4.1 - Operational history -- 4.2 - Cost estimate -- 5 - Conclusion -- References -- Chapter 11 - Bearing failure issues and corrective measures through surface engineering -- 1 - Bearing tribology -- 1.1 - Bearing material -- 1.2 - Bearing selection and design -- 1.3 - Friction and wear in a bearing -- 1.4 - Bearing lubrication -- 2 - Fractography and analytical techniques -- 3 - Case study -- 3.1 - Fatigue wear -- 3.2 - Fretting wear -- 3.3 - Corrosive wear -- 3.4 - Used oil analysis -- 3.5 - Source of elements -- 3.6 - Additives for protection -- 4 - Surface engineering in the bearing industry -- 4.1 - Physical vapor deposition -- 4.2 - Coating characteristics -- 4.3 - Fatigue testing -- 5 - Economy aspect -- 6 - Conclusive remarks and future direction -- References -- Chapter 12 - Consolidation works on sandstone monuments: A new approach -- 1 - Introduction -- 1.1 - Stone degradation patterns at Atouguia da Baleia village -- 1.2 - Consolidation treatments -- 2 - Experimental -- 2.1 - Mineralogical characterization -- 2.2 - Preparation of specimens -- 2.3 - Consolidating products and their applications -- 2.4 - Physical tests -- 2.5 - Mechanical tests -- 2.6 - Durability assessment tests -- 3 - Analysis of the results -- 3.1 - Physical behavior -- 3.2 - Mechanical behavior -- 3.3 - Durability assessment tests -- 4 - Conclusions -- References.
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Chapter 13 - Nondestructive testing methodology to assess the conservation of historic stone buildings and monuments.
Language:
English