BS ISO 16881-1:2024
$167.15
Cranes. Design calculation for wheel/rail contacts and associated trolley track supporting structure – General
Published By | Publication Date | Number of Pages |
BSI | 2024 | 38 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | undefined |
6 | Foreword |
7 | Introduction |
9 | 1 Scope 2 Normative references 3 Terms and definitions 3.1 General |
10 | 3.2 Symbols and abbreviations |
11 | 4 General 4.1 General principles 4.1.1 Unit-consistent hardness 4.2 Line and point contact cases |
12 | 4.3 Hardness profile below contact surface |
13 | 4.4 Equivalent modulus of elasticity |
14 | 5 Proof of static strength 5.1 General 5.2 Design contact force 5.3 Static limit design contact force 5.3.1 General |
15 | 5.3.2 Calculation of the limit design force 5.3.3 Edge pressure |
16 | 5.3.4 Non-uniform pressure distribution 6 Proof of fatigue strength 6.1 General |
17 | 6.2 Design contact force 6.3 Limit design contact force 6.3.1 Basic equation 6.3.2 Reference contact force |
18 | 6.3.3 Contact force history parameter 6.3.4 Contact force spectrum factor |
19 | 6.3.5 Counting of rolling contacts 6.3.6 Relative total number of rolling contacts |
20 | 6.3.7 Classification of contact force history parameter 6.4 Factors of further influences 6.4.1 Basic equation 6.4.2 Edge pressure for fatigue 6.4.3 Non-uniform pressure distribution for fatigue 6.4.4 Skewing |
21 | 6.4.5 Mechanical drive factor 7 Determination of local stresses due to wheel loads |
22 | Annex A (informative) Distribution of wheel load under rail |
24 | Annex B (informative) Local stresses in wheel supporting flanges |
29 | Annex C (informative) Strength properties for a selection of wheel and rail materials |
33 | Annex D (informative) Conversion tables of hardness |
35 | Annex E (informative) Design of rail wheel flanges |
37 | Bibliography |