LEADER 05503nam 2200697 450 001 9910811966503321 005 20230803202153.0 010 $a1-5231-1094-5 010 $a1-118-93120-3 010 $a1-118-93118-1 010 $a1-118-93119-X 035 $a(CKB)3710000000099095 035 $a(EBL)1676669 035 $a(SSID)ssj0001340635 035 $a(PQKBManifestationID)11784097 035 $a(PQKBTitleCode)TC0001340635 035 $a(PQKBWorkID)11381994 035 $a(PQKB)11465057 035 $a(OCoLC)880450476 035 $a(Au-PeEL)EBL1676669 035 $a(CaPaEBR)ebr10862700 035 $a(CaONFJC)MIL620521 035 $a(OCoLC)878263212 035 $a(MiAaPQ)EBC1676669 035 $a(EXLCZ)993710000000099095 100 $a20140430h20142014 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aFatigue damage /$fChristian Lalanne 205 $aThird edition. 210 1$aLondon, England ;$aHoboken, New Jersey :$cISTE Ltd :$cJohn Wiley & Sons,$d2014. 210 4$dİ2014 215 $a1 online resource (543 p.) 225 0 $aMechanical Vibration and Shock Analysis ;$vVolume 4 300 $aDescription based upon print version of record. 311 $a1-84821-647-5 320 $aIncludes bibliographical references and index. 327 $aCover; Title Page; Contents; Foreword to Series; Introduction; List of Symbols; Chapter 1. Concepts of Material Fatigue; 1.1. Introduction; 1.1.1. Reminders on the strength of materials; 1.1.2. Fatigue; 1.2. Types of dynamic loads (or stresses); 1.2.1. Cyclic stress; 1.2.2. Alternating stress; 1.2.3. Repeated stress; 1.2.4. Combined steady and cyclic stress; 1.2.5. Skewed alternating stress; 1.2.6. Random and transitory stresses; 1.3. Damage arising from fatigue; 1.4. Characterization of endurance of materials; 1.4.1. S-N curve; 1.4.2. Influence of the average stress on the S-N curve 327 $a1.4.3. Statistical aspect1.4.4. Distribution laws of endurance; 1.4.5. Distribution laws of fatigue strength; 1.4.6. Relation between fatigue limit and static properties of materials; 1.4.7. Analytical representations of S-N curve; 1.5. Factors of influence; 1.5.1. General; 1.5.2. Scale; 1.5.3. Overloads; 1.5.4. Frequency of stresses; 1.5.5. Types of stresses; 1.5.6. Non-zero mean stress; 1.6. Other representations of S-N curves; 1.6.1. Haigh diagram; 1.6.2. Statistical representation of Haigh diagram; 1.7. Prediction of fatigue life of complex structures; 1.8. Fatigue in composite materials 327 $aChapter 2. Accumulation of Fatigue Damage2.1. Evolution of fatigue damage; 2.2. Classification of various laws of accumulation; 2.3. Miner's method; 2.3.1. Miner's rule; 2.3.2. Scatter of damage to failure as evaluated by Miner; 2.3.3. Validity of Miner's law of accumulation of damage in case of random stress; 2.4. Modified Miner's theory; 2.4.1. Principle; 2.4.2. Accumulation of damage using modified Miner's rule; 2.5. Henry's method; 2.6. Modified Henry's method; 2.7. Corten and Dolan's method; 2.8. Other theories; Chapter 3. Counting Methods for Analyzing Random Time History; 3.1. General 327 $a3.2. Peak count method3.2.1. Presentation of method; 3.2.2. Derived methods; 3.2.3. Range-restricted peak count method; 3.2.4. Level-restricted peak count method; 3.3. Peak between mean-crossing count method; 3.3.1. Presentation of method; 3.3.2. Elimination of small variations; 3.4. Range count method; 3.4.1. Presentation of method; 3.4.2. Elimination of small variations; 3.5. Range-mean count method; 3.5.1. Presentation of method; 3.5.2. Elimination of small variations; 3.6. Range-pair count method; 3.7. Hayes' counting method; 3.8. Ordered overall range counting method 327 $a3.9. Level-crossing count method3.10. Peak valley peak counting method; 3.11. Fatigue-meter counting method; 3.12. Rainflow counting method; 3.12.1. Principle of method; 3.12.2. Subroutine for rainflow counting; 3.13. NRL (National Luchtvaart Laboratorium) counting method; 3.14. Evaluation of time spent at a given level; 3.15. Influence of levels of load below fatigue limit on fatigue life; 3.16. Test acceleration; 3.17. Presentation of fatigue curves determined by random vibration tests; Chapter 4. Fatigue Damage by One-degree-of-freedom Mechanical System; 4.1. Introduction 327 $a4.2. Calculation of fatigue damage due to signal versus time 330 $aFatigue damage in a system with one degree of freedom is one of the two criteria applied when comparing the severity of vibratory environments. The same criterion is also used for a specification representing the effects produced by the set of vibrations imposed in a real environment. In this volume, which is devoted to the calculation of fatigue damage, Christian Lalanne explores the hypotheses adopted to describe the behavior of material affected by fatigue and the laws of fatigue accumulation.The author also considers the methods for counting response peaks, which are used to establis 410 0$aISTE 606 $aMaterials$xFatigue 606 $aMechanical engineering$vSpecifications 615 0$aMaterials$xFatigue. 615 0$aMechanical engineering 676 $a620.1126 700 $aLalanne$b Christian$0510072 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910811966503321 996 $aFatigue damage$9771589 997 $aUNINA