{"id":465028,"date":"2024-10-20T10:38:19","date_gmt":"2024-10-20T10:38:19","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-16881-12024\/"},"modified":"2024-10-26T19:37:49","modified_gmt":"2024-10-26T19:37:49","slug":"bs-iso-16881-12024","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-16881-12024\/","title":{"rendered":"BS ISO 16881-1:2024"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
2<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions 3.1 General <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3.2 Symbols and abbreviations <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4 General 4.1 General principles 4.1.1 Unit-consistent hardness 4.2 Line and point contact cases <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.3 Hardness profile below contact surface <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4.4 Equivalent modulus of elasticity <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5 Proof of static strength 5.1 General 5.2 Design contact force 5.3 Static limit design contact force 5.3.1 General <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 5.3.2 Calculation of the limit design force 5.3.3 Edge pressure <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.3.4 Non-uniform pressure distribution 6 Proof of fatigue strength 6.1 General <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 6.2 Design contact force 6.3 Limit design contact force 6.3.1 Basic equation 6.3.2 Reference contact force <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 6.3.3 Contact force history parameter 6.3.4 Contact force spectrum factor <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 6.3.5 Counting of rolling contacts 6.3.6 Relative total number of rolling contacts <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 6.4.5 Mechanical drive factor 7 Determination of local stresses due to wheel loads <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Annex A (informative) Distribution of wheel load under rail <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Annex B (informative) Local stresses in wheel supporting flanges <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Annex C (informative) Strength properties for a selection of wheel and rail materials <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Annex D (informative) Conversion tables of hardness <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Annex E (informative) Design of rail wheel flanges <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Cranes. Design calculation for wheel\/rail contacts and associated trolley track supporting structure – General<\/b><\/p>\n |