Fran67
Industrial
- Jun 26, 2019
- 27
Hello everybody,
I work on fatigue phenomenon on steel structures supporting high rotating machinery (10 000 - 30 000 RPM).
I used to work with Eurocodes for steel structure design, but I'm not sure that this code is suitable for structures with a large number of cycles, due to the high rotating speed of machinery.
Do you know if it exists an other suitable code (or a specific chapter of EN 1993), to evaluate durability of structural members, welds and bolts, in response to machinery vibrations?
I'm searching (if it is possible) for a simplified method, for example a method which let to avoid fatigue calculation if specific conditions are fulfilled (a max stress < x*Fy for example)
For my application, vibration frequence is high, but vibrations rates are very low, and then stress on bolts and structural members too, and I presume and hope that there is a possibility to avoid a complicated fatigue calculation on steel structue, it is the Reason why I hope to find a simplified method.
Thank you for your responses
F
I work on fatigue phenomenon on steel structures supporting high rotating machinery (10 000 - 30 000 RPM).
I used to work with Eurocodes for steel structure design, but I'm not sure that this code is suitable for structures with a large number of cycles, due to the high rotating speed of machinery.
Do you know if it exists an other suitable code (or a specific chapter of EN 1993), to evaluate durability of structural members, welds and bolts, in response to machinery vibrations?
I'm searching (if it is possible) for a simplified method, for example a method which let to avoid fatigue calculation if specific conditions are fulfilled (a max stress < x*Fy for example)
For my application, vibration frequence is high, but vibrations rates are very low, and then stress on bolts and structural members too, and I presume and hope that there is a possibility to avoid a complicated fatigue calculation on steel structue, it is the Reason why I hope to find a simplified method.
Thank you for your responses
F