Muutke küpsiste eelistusi

E-raamat: Applied Engineering Failure Analysis: Theory and Practice

(University of Nottingham-Malaysia Campus), (Multimedia University, Cyberjaya, Selangor, Malaysia), , (University College London, Australia), (University of Nottingham-Malaysia Campus), (Monash University - Sunway Campus, Malaysia), ,
  • Formaat: 370 pages
  • Ilmumisaeg: 25-Mar-2015
  • Kirjastus: CRC Press Inc
  • Keel: eng
  • ISBN-13: 9781482222197
Teised raamatud teemal:
  • Formaat - PDF+DRM
  • Hind: 93,59 €*
  • * hind on lõplik, st. muud allahindlused enam ei rakendu
  • Lisa ostukorvi
  • Lisa soovinimekirja
  • See e-raamat on mõeldud ainult isiklikuks kasutamiseks. E-raamatuid ei saa tagastada.
Applied Engineering Failure Analysis: Theory and PracticeSuurem pilt
  • Formaat: 370 pages
  • Ilmumisaeg: 25-Mar-2015
  • Kirjastus: CRC Press Inc
  • Keel: eng
  • ISBN-13: 9781482222197
Teised raamatud teemal:

DRM piirangud

  • Kopeerimine (copy/paste):

    ei ole lubatud

  • Printimine:

    ei ole lubatud

  • Kasutamine:

    Digitaalõiguste kaitse (DRM)
    Kirjastus on väljastanud selle e-raamatu krüpteeritud kujul, mis tähendab, et selle lugemiseks peate installeerima spetsiaalse tarkvara. Samuti peate looma endale  Adobe ID Rohkem infot siin. E-raamatut saab lugeda 1 kasutaja ning alla laadida kuni 6'de seadmesse (kõik autoriseeritud sama Adobe ID-ga).

    Vajalik tarkvara
    Mobiilsetes seadmetes (telefon või tahvelarvuti) lugemiseks peate installeerima selle tasuta rakenduse: PocketBook Reader (iOS / Android)

    PC või Mac seadmes lugemiseks peate installima Adobe Digital Editionsi (Seeon tasuta rakendus spetsiaalselt e-raamatute lugemiseks. Seda ei tohi segamini ajada Adober Reader'iga, mis tõenäoliselt on juba teie arvutisse installeeritud )

    Seda e-raamatut ei saa lugeda Amazon Kindle's. 

A User Guide for Failure Analysts, Practicing Engineers, and Students of Engineering

Applied Engineering Failure Analysis: Theory and Practice serves as a point of reference for engineering failure analysis (EFA) cases; it presents a compilation of case studies covering a 35-year period, from the 1970s to 2012. This period spans the era from the time when slide rules were used routinely for engineering calculations, and when hard-copy photographs taken by film cameras were pasted onto typewritten sheets to make reports, to the present time when all these functions have become much less onerous through computer assistance.

The cases are drawn from such diverse fields as mechanical engineering, metallurgy, mining, civil/structural engineering, electrical power systems, and radiation damage; the last two topics are quite scarce in current publications. It includes theoretical content that deals with useful topics in basic theory, material properties, failure mechanisms, EFA methodology, and applications. It provides high-quality illustrations throughout, which greatly helps to promote the understanding of the failure characteristics described. This book offers an integrated approach that serves as a useful first reference in the above topics, for undergraduate and postgraduate students, as well as for practicing engineers.

The book provides a hands-on approach to EFA, which helps the user to develop an understanding of potential failure situations, to explore the consequences, and to better understand how to solve similar problems; it also helps users to develop their own techniques for most other engineering failure problems. The authors include a section on technical report writing, which will assist failure investigators in getting their findings across. They also present simple engineering calculations that may serve as illustrative examples, and typical problems and solutions are included at the end of each chapter.

Arvustused

"provides an introduction to the process of failure analysis as applied in forensic examinations carried out following material and/or structural failures. It is particularly useful in that it presents numerous case studies from a wide range of engineering scenarios." Alvin Blackie, Department of Mechanical Engineering, University College London (retired Oct 2013), UK

Foreword xiii
Acknowledgments xv
Authors xvii
List of Abbreviations
xix
1 Introduction to Failure Analysis
1(26)
1.1 What Is Failure Analysis?
1(1)
1.2 Importance of Engineering Failure Analysis
2(1)
1.3 Root Causes and Types of Stressors and Stresses
2(1)
1.4 Some Common Failure Modes
3(13)
1.4.1 Fracture
4(1)
1.4.1.1 Ductile Fracture
4(1)
1.4.1.2 Brittle Fracture
4(4)
1.4.2 Fatigue Failure
8(2)
1.4.3 Electrical Failure
10(2)
1.4.4 Corrosion
12(2)
1.4.4.1 Corrosion under Insulation
14(1)
1.4.4.2 Microbial Corrosion
15(1)
1.4.4.3 Stress Corrosion Cracking
15(1)
1.5 Prevention of Failures
16(11)
1.5.1 Design and Material Selection
17(1)
1.5.1.1 Concrete
17(1)
1.5.1.2 Steels
18(2)
1.5.2 Manufacturing, Installation, and Quality Control
20(1)
1.5.2.1 Concrete
20(1)
1.5.2.2 Steel
20(1)
1.5.3 Operation and Maintenance
21(1)
Problems and Answers
22(3)
References
25(1)
General References
25(1)
Specific References
25(2)
2 Failure Analysis Procedures
27(30)
2.1 General Introduction
27(1)
2.2 Obtaining Background Information
28(3)
2.2.1 During Site Inspection
28(2)
2.2.2 Post-Site Inspection
30(1)
2.3 Physical Examination/Testing and Chemical Analysis
31(8)
2.3.1 Visual Examination
31(1)
2.3.2 Metallurgical Examination (and Quantification)
32(3)
2.3.3 Mechanical Testing and Chemical Analysis
35(2)
2.3.3.1 Mechanical Testing
37(1)
2.3.3.2 Chemical Analysis
38(1)
2.3.3.3 Other Tests and Physical Modeling
38(1)
2.4 Stress Analysis and Computer Modeling
39(5)
2.4.1 Ductile Fracture
39(1)
2.4.2 Brittle Fracture
39(2)
2.4.3 Fatigue Failure
41(1)
2.4.3.1 Stress-Life Approach
41(1)
2.4.3.2 Strain-Life Approach
42(1)
2.4.3.3 Fracture Mechanics Approach
42(2)
2.4.3.4 Cumulative Damage
44(1)
2.4.3.5 Preliminary Qualitative Assessment
44(1)
2.5 Report Writing
44(13)
2.5.1 Objectives of a Failure Analysis Report
44(1)
2.5.2 General Report Structure
45(1)
2.5.2.1 Overview
45(1)
2.5.2.2 Executive Summary
45(1)
2.5.2.3 List of Contents
46(1)
2.5.2.4 Introduction and Background Information
46(1)
2.5.2.5 Work Scope and Methodology
46(1)
2.5.2.6 Observations and Presentation of Test Results....
47(1)
2.5.2.7 Discussions
47(1)
2.5.2.8 Conclusions
47(1)
2.5.2.9 Recommendations
48(1)
2.5.3 Writing Style and Content
48(1)
2.5.3.1 Language
48(1)
2.5.3.2 Documentation
49(1)
2.5.3.3 Disclosed Information
49(1)
2.5.3.4 Avoidable Mistakes
50(1)
2.5.3.5 Assurance of Report Quality
50(1)
2.5.3.6 A Final Note of Advice
51(1)
Problems and Answers
51(3)
References
54(1)
General References
54(1)
Specific References
55(2)
3 Transportation Infrastructure
57(46)
3.1 Introduction
57(1)
3.2 Case Study 1: Welding Defects in a Rail Track
58(8)
3.2.1 Background
58(2)
3.2.2 Method of Investigation
60(1)
3.2.3 Results
60(1)
3.2.3.1 Macro-Examination
60(1)
3.2.3.2 Metallographic Examination
60(4)
3.2.3.3 Mechanical Testing and Stress Calculation
64(1)
3.2.4 Discussion
65(1)
3.2.4.1 Validity of the Results
65(1)
3.2.4.2 Stress Conditions Leading to the Fracture of a Thermit Welded Joint
66(1)
3.2.5 Key Conclusions
66(1)
3.3 Case Study 2: Port Arm Problem in a (Ro-Ro) Ramp
66(15)
3.3.1 Background
66(1)
3.3.2 Method of Investigation
67(1)
3.3.2.1 Macro-Examination
67(5)
3.3.2.2 Metallographic Examination
72(5)
3.3.3 Discussion
77(1)
3.3.3.1 Nature and Direct Cause of Failure
77(1)
3.3.3.2 Materials of Construction
77(1)
3.3.3.3 Root Cause of Failure
78(2)
3.3.3.4 Remaining Nut Capacity
80(1)
3.3.4 Conclusion
80(1)
3.4 Case Study 3: Collapse of a Girder Launcher
81(20)
3.4.1 Background
81(1)
3.4.2 Method of Investigation
81(1)
3.4.2.1 Site Examination
81(11)
3.4.2.2 Laboratory Examination
92(6)
3.4.3 Discussion
98(1)
3.4.3.1 Nature and Sequence of the Failure
98(1)
3.4.3.2 Primary Cause of the Failure
98(1)
3.4.3.3 Design of the Girder and Hinge
98(1)
3.4.3.4 Materials Used
99(1)
3.4.4 Conclusion
99(1)
Problems and Answers
99(2)
Appendix 3.1 Calculations on the Capacity of the Nut
101(1)
1.0 Basic Specifications
101(1)
2.0 Shear Stress Area of the Threads at the Pitch Diameter
101(1)
3.0 Designed Load Capacity of the Threads
101(1)
4.0 Estimated Actual Capacity of the Threads
101(2)
References
101(2)
4 Mining and Production System
103(48)
4.1 Introduction
103(1)
4.2 Case Study 1: CO2 Attack on Oil Well Tubing
104(16)
4.2.1 Background Information
104(1)
4.2.2 Site Inspection
104(2)
4.2.3 Summary of the Findings from the Site Inspection
106(1)
4.2.4 Visual Examination
106(1)
4.2.5 Gas Chromatography
107(2)
4.2.6 Chemical Analysis
109(2)
4.2.7 Hardness Tests
111(1)
4.2.8 Metallographic Examination
112(4)
4.2.9 SEM/EDS Analysis
116(2)
4.2.10 Discussion
118(1)
4.2.11 Conclusion
119(1)
4.3 Case Study 2: Tin Dredge Wheel Pinion Failure
120(10)
4.3.1 Background Information
120(1)
4.3.2 Physical Examination
121(3)
4.3.3 Microscopic Examination
124(1)
4.3.4 Stress Analysis
125(1)
4.3.5 Discussion and Conclusion
126(3)
4.3.6 Prevention against Fatigue
129(1)
4.3.7 Prevention against Surface Wear
130(1)
4.3.8 Precautions
130(1)
4.4 Case Study 3: Excessive Pin Wear in Tin Mining Dredge
130(21)
4.4.1 Background Information
130(1)
4.4.2 Specimens for Performing Hardness Tests and Micro-Examination
131(1)
4.4.3 Hardness Test for the Pins and Bushes
132(1)
4.4.4 Macro-Examination and Sulphur Printing
133(1)
4.4.5 Micro-Examination of Pins No. 1 and 2
133(2)
4.4.6 Micro-Examination of the Bucket Bush
135(2)
4.4.7 Discussion
137(4)
4.4.8 Conclusion
141(1)
Problems and Answers
141(2)
Appendix 4.1 Tin Dredge Wheel Pinion Failure
143(1)
Data for Pinion
143(1)
Appendix 4.2 Stresses According to BS 436
144(1)
Part 1 Calculating Wear
144(1)
Part 2 Calculating Strength
145(1)
Appendix 4.3 Stresses According to AGMA
145(1)
Part 1 Calculating Wear
145(2)
Part 2 For Strength
147(2)
References
149(1)
General References
149(1)
Specific References
149(2)
5 Electrical Equipment Failures
151(38)
5.1 General Introduction
151(5)
5.1.1 Overview of the Electrical Network
151(1)
5.1.2 Insulation Integrity and Breakdown
152(1)
5.1.3 Switching and Protection
153(1)
5.1.4 Failure Analysis of Electrical Equipment
154(2)
5.2 Case Study 1: Failure of an On-Load Tap-Changer
156(9)
5.2.1 Tap-Changing Principles
156(1)
5.2.2 Background Information
157(1)
5.2.3 Visual Examination
157(1)
5.2.4 Laboratory Examination
158(3)
5.2.5 Summary of Results and Analysis
161(3)
5.2.6 Most Probable Sequence of Failure and Conclusions
164(1)
5.3 Case Study 2: Failure of Two Induction Motors
165(10)
5.3.1 Background Information
165(1)
5.3.2 Basic Construction and Characteristics of Induction Motors
166(1)
5.3.3 Visual Examination
167(3)
5.3.4 Summary of Results and Analysis
170(5)
5.3.4 Conclusion
175(1)
5.4 Case Study 3: Damage to a Transformer Due to Water Ingress
175(14)
5.4.1 Some Basic Principles Concerning Power Transformers
175(1)
5.4.2 Background Information
176(1)
5.4.3 Physical Inspection at the Production Factory
177(6)
5.4.4 Laboratory Testing
183(1)
5.4.5 Analysis of Results and Conclusions
183(2)
Problems and Answers
185(3)
References
188(1)
General References
188(1)
Specific References
188(1)
6 Case Studies---Boilers and Boiler Components
189(44)
6.1 Introduction
189(2)
6.2 Case Studies
191(1)
6.3 Case Study 1: Explosion of a Boiler in an Edible Oil Company
192(11)
6.3.1 Background Information
192(1)
6.3.2 Preliminary Considerations
193(1)
6.3.3 Damage to the Boiler's Shell and Furnace Tubes, and the Implications
194(2)
6.3.4 Damage to the Boiler Fittings, and the Implications
196(3)
6.3.5 Results of the Laboratory Examination, and the Implications
199(1)
6.3.6 Most Likely Scenario of the Failure
200(1)
6.3.7 Conclusion
201(2)
6.4 Case Study 2: Boiler Tube Failure at an Oil Palm Mill
203(10)
6.4.1 Macro-Examination and Discussion
203(2)
6.4.2 Laboratory Examination
205(1)
6.4.3 Metallographic Examination
206(5)
6.4.3.1 Analysis of Microstructures
211(1)
6.4.4 Manner of Failure and Conclusion
212(1)
6.5 Case Study 3: Boiler Tube Failure at a Power Plant
213(9)
6.5.1 Background Information
214(1)
6.5.2 Visual Examination
214(1)
6.5.3 Metallographic Examination and Hardness Test
215(7)
6.5.4 Discussion and Conclusions
222(1)
6.6 Case Studies 1, 2, and 3: Concluding Remarks
222(11)
Problems and Answers
223(8)
References
231(2)
7 Infrastructure Failure Analysis
233(48)
7.1 Introduction
233(1)
7.2 Case Study 1: Corrosion under Insulation of a Metal-Based Roof
233(27)
7.2.1 Background Information
233(3)
7.2.2 Identification of the Problem
236(2)
7.2.3 Inspection of the Roof
238(1)
7.2.4 Load Testing of a Model Test Bay
239(1)
7.2.5 Rectification of the Problems
240(1)
7.2.5.1 Principles
240(1)
7.2.5.2 Methodology
241(1)
7.2.6 Analysis
242(3)
7.2.7 Discussion of the Results
245(7)
7.2.7.1 Criteria or Conditions Statements
252(1)
7.2.7.2 Results from the Roof Bays
253(1)
7.2.8 Corrosion Models
254(5)
7.2.9 Conclusion
259(1)
7.3 Case Study 2: Condition Assessment and Monitoring of a College Building
260(14)
7.3.1 Historical Background
260(1)
7.3.2 Scope of Commission Works
260(1)
7.3.3 Description of the Administration and Academic Building
261(1)
7.3.4 Comprehensive Visual Inspections and Distress Mappings
262(1)
7.3.5 Instrumentation for Monitoring Work
262(1)
7.3.6 Soil and Foundation Investigation Work
263(3)
7.3.7 Material Testing
266(1)
7.3.8 Electronic Rebar Scanning
266(1)
7.3.9 Concrete Core Testing
266(1)
7.3.10 Discussion of the Results
267(1)
7.3.10.1 The Monitoring Results
267(1)
7.3.10.2 The Soil and Foundation Investigation
267(1)
7.3.10.3 The Material Testing---Rebar Scanning
268(1)
7.3.10.4 The Material Testing of the Core Samples
268(1)
7.3.11 General Structural Inspection
269(1)
7.3.12 Condition Assessment: Geotechnical Aspects
269(1)
7.3.12.1 Soil Investigation
270(1)
7.3.12.2 Underground Water
270(1)
7.3.12.3 Tap Groundwater from the Tubewells
270(1)
7.3.12.4 Consolidation Settlement and Possible Causes
270(1)
7.3.12.5 Negative Skin Friction on Pile Shafts
271(1)
7.3.12.6 Proposed Remedial Work
271(2)
7.3.13 Condition Assessment: Structural Aspects
273(1)
7.3.14 Recommendations
273(1)
7.4 Conclusion
274(7)
Problems and Answers
275(2)
References
277(1)
General References
277(1)
Specific References
278(3)
8 Radiation-Induced Damage
281(18)
8.1 General Introduction
281(1)
8.2 Renewed Definition of Radiation-Induced Damage
282(1)
8.2.1 Ionizing Radiation-Induced Damage
282(1)
8.2.2 Non-Ionizing Radiation-Induced Damage
282(1)
8.3 Physical Effects of Radiation Damage
283(3)
8.4 Light Intensification due to the Backscattering Effect
286(4)
8.5 Photon Ionization due to the Backscattering Effect
290(2)
8.6 Radiation Damage due to High-Speed Particles
292(1)
8.7 Summary
293(6)
References
296(3)
Index 299
Hock-Chye Qua graduated with a B.E.(Mech) and a M.Eng.Sc. from the Engineering Faculty of the University of Malaya, where he later served as a staff member until retirement as an associate professor in 1999. He was one of the pioneer failure investigators in Malaysia and has been active in failure / forensic investigations for more than 40 years on a large variety of cases within Asia, spanning the mechanical, metallurgical, structural steel, and electrical disciplines. He is a Professional Engineer and a Fellow of the Institution of Engineers Malaysia.Ching-Seong Tan is an associate professor of Faculty of Engineering, Multimedia University, Malaysia. He currently serves as Division 8 head of CIE Malaysia, under TEEAM (The Electrical and Electronics Association of Malaysia). Dr C. S. Tan received the J. W. Fulbright award in 2012/2013. He is the speaker for the Compact Fluorescent Lamps (CFL) & Fluorescent Lamps (FL) Recycling Program sponsored by GEF-UNDP grant. He is also the recipient of the visiting scholar award from Centre of Interdisciplinary Mathematics and Statistics (CIMS), Colorado State University (CSU) in 2014.Kok-Cheong Wong received his B.Eng (Hons) from University Malaya in mechanical engineering, M.Eng from Kyushu Institute of Technology Japan and PhD from The University of Nottingham Malaysia Campus. He has several years of working experience in a multinational company. He is currently an associate professor at the University of Nottingham Malaysia Campus, delivering undergraduate courses in introduction to aersopace technology, aerodynamics, finite element analysis, design, and manufacturing. He looks into research areas related to fluid flow and heat transfer, particularly in the areas of jet impingement and microfluidic cooling, convection in porous media, and fluid structure interaction.Jee-Hou Ho is an associate professor at the University of Nottingham, Malaysia
Lisainfo e-raamatute kohta Lisainfo e-raamatute kohta
Püsilink: https://www.kriso.ee/db/97814822221972e.html
Märksõnad: