: Michael Köhler, Sven Jenne, Kurt Pötter, Harald Zenner
: Load Assumption for Fatigue Design of Structures and Components Counting Methods, Safety Aspects, Practical Application
: Springer-Verlag
: 9783642552489
: 1
: CHF 85.50
:
: Maschinenbau, Fertigungstechnik
: English
: 237
: Wasserzeichen/DRM
: PC/MAC/eReader/Tablet
: PDF

Understanding the fatigue behaviour of structural components under variable load amplitude is an essential prerequisite for safe and reliable light-weight design.

For designing and dimensioning, the expected stress (load) is compared with the capacity to withstand loads (fatigue strength). In this process, the safety necessary for each particular application must be ensured. A prerequisite for ensuring the required fatigue strength is a reliable load assumption.

The authors describe the transformation of the stress- and load-time functions which have been measured under operational conditions to spectra or matrices with the application of counting methods. The aspects which must be considered for ensuring a reliable load assumption for designing and dimensioning are discussed in detail. Furthermore, the theoretical background for estimating the fatigue life of structural components is explained, and the procedures are discussed for numerous applications in practice. One of the prime intentions of the authors is to provide recommendations which can be implemented in practical applications.




The authors are experienced engineers in the automotive industry / at a German Technical University.
Preface5
Notes Regarding the Translation7
Contents8
Abbreviations12
Symbols13
Loads, Service Loads, Load-Time Functions13
Counting Methods, Load Spectra, Matrices14
Analytical Fatigue-Life Estimate15
Experimental Test Results-Static15
Experimental Test Results-Constant Amplitude15
Experimental Test Results-Variable Amplitude16
Statistics, Safety, Reliability16
Chapter 1: Introduction18
Concluding Remarks22
References26
Chapter 2: Characteristic Service Stresses29
2.1 Stress-Time Functions29
2.2 Causes of Stress35
2.3 Deterministic and Stochastic Stress-Time Functions38
2.4 Special Events and Misuse44
References46
Chapter 3: Description of the Counting Methods47
3.1 Basic Principles47
3.1.1 Classes47
3.1.2 Range of Restoration and Class Width48
3.2 Standards50
3.3 One-Parameter Counting Methods50
3.3.1 Peak Counting50
Description of the Method50
Description of the Counting Algorithm50
Comment51
3.3.2 Level-Crossing Counting52
Description of the Method52
Description of the Counting Algorithm52
Comment52
3.3.3 Range Counting54
Description of the Method54
Description of the Counting Algorithm54
Comment55
3.3.4 Range-Pair Counting55
Description of the Method55
Description of the Counting Algorithm55
Comment56
Note56
Development57
3.4 Two-Parameter Counting Methods57
3.4.1 Range-Mean Counting57
Description of the Method57
Description of the Counting Algorithm57
Comment58
Development58
3.4.2 Transition Counting58
Description of the Method58
Description of the Counting Algorithm58
Comment59
Development60
3.4.3 Range-Pair-Mean Counting60
Description of the Method60
Description of the Counting Algorithm60
Comment61
Development61
3.4.4 Rainflow Counting62
Description of the Method62
Description of the Counting Algorithm62
Limitation65
Comment65
Development66
References67
Chapter 4: Load Spectra and Matrices70
4.1 Description of Load Spectra71
4.2 Extrapolation77
4.2.1 Analytical Extrapolation with the Shape Parameter79
4.2.2 Statistical Extrapolation for Stationary Processes81
4.3 Derivation of Spectra from Matrices84
4.3.1 Transition Matrix84
Determination of the Irregularity Factor I85
4.3.2 Rainflow Matrix89
4.4 Standardised Load Sequences and Spectra94
References97
Chapter 5: Comparison of the Counting Methods for Exemplary Load Time Functions99
5.1 Load-Time Functions Selected for the Investigation99
5.2 Random Load with an Irregularity Factor I = 0.9999
5.3 Random Load with an Irregularity Factor I = 0.7100
5.4 Step Function with Superimposed Damped Load-Time Function100
5.5 Superimposed Sinusoidal-Sinusoidal Load-Time Function105
References105
Chapter 6: Multiaxial Loads and Stresses106
6.1 Definition of Terms106
6.2 Measuring and Recording Technology107
6.2.1 Calibrated Strain-Gauge Measuring Points107
6.2.2 x-y Strain Gauge or Multiple Strain Gauge107
6.3 Counting of Multiaxial Load-Time Functions108
6.4 Counting of Multiaxial Local Stress States109
References110
Chapter 7: Time-at-Level and Level-Distribution Counting112
7.1 One-Parameter Methods112
7.1.1 Time-at-Level Counting112
Description of the Method112
Description of the Counting Algorithm113
Comment113
Application113
7.1.2 Relative Level-Distribution Counting114
Description of the Method114
Description of the Counting Algorithm116
Comment116
7.2 Two-Parameter Methods116
7.2.1 Two-Parameter Time-at-Level Counting116
Description of the Method116
Description of the Counting Algorithm117
Comment117
7.2.2 Relative Two-Parameter Level-Distribution Counting118
Description of the Method118
Application119
References119
Chapter 8: Application of the Counting Methods120
8.1 Criteria for the Selection of a Counting Method120
8.2 Recommendations122
8.2.1 Graphical Representation122
8.2.2 Practical Experience122
References123
Chapter 9: Analytical Fatigue-Life Estimate125
9.1 Palmgren-Miner Rule127
9.1.1 Consideration of the Mean Stress and Stress Ratio129