
Mechanical Vibration and Shock Analysis, Specification Development.
Title:
Mechanical Vibration and Shock Analysis, Specification Development.
Author:
Lalanne, Christian.
ISBN:
9781118931226
Personal Author:
Edition:
3rd ed.
Physical Description:
1 online resource (555 pages)
Series:
ISTE
Contents:
Cover -- Title Page -- Copyright -- Contents -- Foreword to Series -- Introduction -- List of Symbols -- Chapter 1. Extreme Response Spectrum of a Sinusoidal Vibration -- 1.1. The effects of vibration -- 1.2. Extreme response spectrum of a sinusoidal vibration -- 1.2.1. Definition -- 1.2.2. Case of a single sinusoid -- 1.2.3. General case -- 1.2.4. Case of a periodic signal -- 1.2.5. Case of n harmonic sinusoids -- 1.2.6. Influence of the dephasing between the sinusoids -- 1.3. Extreme response spectrum of a swept sine vibration -- 1.3.1. Sinusoid of constant amplitude throughout the sweeping process -- 1.3.2. Swept sine composed of several constant levels -- Chapter 2. Extreme Response Spectrum of a Random Vibration -- 2.1. Unspecified vibratory signal -- 2.2. Gaussian stationary random signal -- 2.2.1. Calculation from peak distribution -- 2.2.2. Use of the largest peak distribution law -- 2.2.3. Response spectrum defined by k times the rms response -- 2.2.4. Other ERS calculation methods -- 2.3. Limit of the ERS at the high frequencies -- 2.4. Response spectrum with up-crossing risk -- 2.4.1. Complete expression -- 2.4.2. Approximate relation -- 2.4.3. Approximate relation URS - PSD -- 2.4.4. Calculation in a hypothesis of independence of threshold overshoot -- 2.4.5. Use of URS -- 2.5. Comparison of the various formulae -- 2.6. Effects of peak truncation on the acceleration time history -- 2.6.1. Extreme response spectra calculated from the time history signal -- 2.6.2. Extreme response spectra calculated from the power spectral densities -- 2.6.3. Comparison of extreme response spectra calculated from time history signals and power spectral densities -- 2.7. Sinusoidal vibration superimposed on a broadband random vibration -- 2.7.1. Real environment -- 2.7.2. Case of a single sinusoid superimposed to a wideband noise.
2.7.3. Case of several sinusoidal lines superimposed on a broadband random vibration -- 2.8. Swept sine superimposed on a broadband random vibration -- 2.8.1. Real environment -- 2.8.2. Case of a single swept sine superimposed to a wideband noise -- 2.8.3. Case of several swept sines superimposed on a broadband random vibration -- 2.9. Swept narrowbands on a wideband random vibration -- 2.9.1. Real environment -- 2.9.2. Extreme response spectrum -- Chapter 3. Fatigue Damage Spectrum of a Sinusoidal Vibration -- 3.1. Fatigue damage spectrum definition -- 3.2. Fatigue damage spectrum of a single sinusoid -- 3.3. Fatigue damage spectrum of a periodic signal -- 3.4. General expression for the damage -- 3.5. Fatigue damage with other assumptions on the S-N curve -- 3.5.1. Taking account of fatigue limit -- 3.5.2. Cases where the S-N curve is approximated by a straight line in log-lin scales -- 3.5.3. Comparison of the damage when the S-N curves are linear in either log-log or log-lin scales -- 3.6. Fatigue damage generated by a swept sine vibration on a single-degree-of-freedom linear system -- 3.6.1. General case -- 3.6.2. Linear sweep -- 3.6.3. Logarithmic sweep -- 3.6.4. Hyperbolic sweep -- 3.6.5. General expressions for fatigue damage -- 3.7. Reduction of test time -- 3.7.1. Fatigue damage equivalence in the case of a linear system -- 3.7.2. Method based on fatigue damage equivalence according to Basquin's relationship -- 3.8. Notes on the design assumptions of the ERS and FDS -- Chapter 4. Fatigue Damage Spectrum of a Random Vibration -- 4.1. Fatigue damage spectrum from the signal as function of time -- 4.2. Fatigue damage spectrum derived from a power spectral density -- 4.3. Simplified hypothesis of Rayleigh's law -- 4.4. Calculation of the fatigue damage spectrum with Dirlik's probability density -- 4.5. Up-crossing risk fatigue damage spectrum.
4.6. Reduction of test time -- 4.6.1. Fatigue damage equivalence in the case of a linear system -- 4.6.2. Method based on a fatigue damage equivalence according to Basquin's relationship taking account of variation of natural damping as a function of stress level -- 4.7. Truncation of the peaks of the "input" acceleration signal -- 4.7.1. Fatigue damage spectra calculated from a signal as a function of time -- 4.7.2. Fatigue damage spectra calculated from power spectral densities -- 4.7.3. Comparison of fatigue damage spectra calculated from signals as a function of time and power spectral densities -- 4.8. Sinusoidal vibration superimposed on a broadband random vibration -- 4.8.1. Case of a single sinusoidal vibration superimposed on broadband random vibration -- 4.8.2. Case of several sinusoidal vibrations superimposed on a broadband random vibration -- 4.9. Swept sine superimposed on a broadband random vibration -- 4.9.1. Case of one swept sine superimposed on a broadband random vibration -- 4.9.2. Case of several swept sines superimposed on a broadband random vibration -- 4.10. Swept narrowbands on a broadband random vibration -- Chapter 5. Fatigue Damage Spectrum of a Shock -- 5.1. General relationship of fatigue damage -- 5.2. Use of shock response spectrum in the impulse zone -- 5.3. Damage created by simple shocks in static zone of the response spectrum -- Chapter 6. Influence of Calculation Conditions of ERSs and FDSs -- 6.1. Variation of the ERS with amplitude and vibration duration -- 6.2. Variation of the FDS with amplitude and duration of vibration -- 6.3. Should ERSs and FDSs be drawn with a linear or logarithmic frequency step? -- 6.4. With how many points must ERSs and FDSs be calculated? -- 6.5. Difference between ERSs and FDSs calculated from a vibratory signal according to time and from its PSD.
6.6. Influence of the number of PSD calculation points on ERS and FDS -- 6.7. Influence of the PSD statistical error on ERS and FDS -- 6.8. Influence of the sampling frequency during ERS and FDS calculation from a signal based on time -- 6.9. Influence of the peak counting method -- 6.10. Influence of a non-zero mean stress on FDS -- Chapter 7. Tests and Standards -- 7.1. Definitions -- 7.1.1. Standard -- 7.1.2. Specification -- 7.2. Types of tests -- 7.2.1. Characterization test -- 7.2.2. Identification test -- 7.2.3. Evaluation test -- 7.2.4. Final adjustment/development test -- 7.2.5. Prototype test -- 7.2.6. Pre-qualification (or evaluation) test -- 7.2.7. Qualification -- 7.2.8. Qualification test -- 7.2.9. Certification -- 7.2.10. Certification test -- 7.2.11. Stress screening test -- 7.2.12. Acceptance or reception -- 7.2.13. Reception test -- 7.2.14. Qualification/acceptance test -- 7.2.15. Series test -- 7.2.16. Sampling test -- 7.2.17. Reliability test -- 7.3. What can be expected from a test specification? -- 7.4. Specification types -- 7.4.1. Specification requiring in situ testing -- 7.4.2. Specifications derived from standards -- 7.4.3. Current trend -- 7.4.4. Specifications based on real environment data -- 7.5. Standards specifying test tailoring -- 7.5.1. The MIL-STD -- 7.5.2. The GAM EG 13 standard -- 7.5.3. STANAG 4370 -- 7.5.4. The AFNOR X50-410 standard -- Chapter 8. Uncertainty Factor -- 8.1. Need - definitions -- 8.2. Sources of uncertainty -- 8.3. Statistical aspect of the real environment and of material strength -- 8.3.1. Real environment -- 8.3.2. Material strength -- 8.4. Statistical uncertainty factor -- 8.4.1. Definitions -- 8.4.2. Calculation of uncertainty factor -- 8.4.3. Calculation of an uncertainty factor when the real environment is only characterized by a single value -- Chapter 9. Aging Factor.
9.1. Purpose of the aging factor -- 9.2. Aging functions used in reliability -- 9.3. Method for calculating the aging factor -- 9.4. Influence of the aging law's standard deviation -- 9.5. Influence of the aging law mean -- Chapter 10. Test Factor -- 10.1. Philosophy -- 10.2. Normal distributions -- 10.2.1. Calculation of test factor from the estimation of the confidence interval of the mean -- 10.2.2. Calculation of test factor from the estimation of the probability density of the mean strength with a sample of size n -- 10.3. Log-normal distributions -- 10.3.1. Calculation of test factor from the estimation of the confidence interval of the average -- 10.3.2. Calculation of test factor from the estimation of the probability density of the mean of the strength with a sample of size n -- 10.4. Weibull distributions -- 10.5. Choice of confidence level -- Chapter 11. Specification Development -- 11.1. Test tailoring -- 11.2. Step 1: analysis of the life-cycle profile. Review of the situations -- 11.3. Step 2: determination of the real environmental data associated with each situation -- 11.4. Step 3: determination of the environment to be simulated -- 11.4.1. Need -- 11.4.2. Synthesis methods -- 11.4.3. The need for a reliable method -- 11.4.4. Synthesis method using PSD envelope -- 11.4.5. Equivalence method of extreme response and fatigue damage -- 11.4.6. Synthesis of the real environment associated with an event (or sub-situation) -- 11.4.7. Synthesis of a situation -- 11.4.8. Synthesis of all life profile situations -- 11.4.9. Search for a random vibration of equal severity -- 11.4.10. Validation of duration reduction -- 11.5. Step 4: establishment of the test program -- 11.5.1. Application of a test factor -- 11.5.2. Choice of the test chronology -- 11.6. Applying this method to the example of the "round robin" comparative study.
11.7. Taking environment into account in project management.
Abstract:
Everything engineers need to know about mechanical vibration and shock...in one authoritative reference work! This fully updated and revised 3rd edition addresses the entire field of mechanical vibration and shock as one of the most important types of load and stress applied to structures, machines and components in the real world. Examples include everything from the regular and predictable loads applied to turbines, motors or helicopters by the spinning of their constituent parts to the ability of buildings to withstand damage from wind loads or explosions, and the need for cars to maintain structural integrity in the event of a crash. There are detailed examinations of underlying theory, models developed for specific applications, performance of materials under test conditions and in real-world settings, and case studies and discussions of how the relationships between these affect design for actual products. Invaluable to engineers specializing in mechanical, aeronautical, civil, electrical and transportation engineering, this reference work, in five volumes is a crucial resource for the solution of shock and vibration problems. This volume focuses on specification development in accordance with the principle of tailoring. Extreme response and the fatigue damage spectra are defined for each type of stress (sinusoidal vibration, swept sine, shock, random vibration, etc.). The process for establishing a specification from the life cycle profile of equipment which will be subject to these types of stresses is then detailed. The analysis takes into account the uncertainty factor, designed to cover uncertainties related to the real-world environment and mechanical strength, and the test factor, which takes account of the number of tests performed to demonstrate the resistance of the equipment.
Local Note:
Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2017. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
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