cbPVme
Mechanical
- Sep 21, 2015
- 73
I am trying to understand the fatigue assessment in ASME VIII-2. I am reading the assessment procedure in 5.5.3.2 along with example E5.5.3 of ASME PTB-3-2013.
Step 3(b) says to calculate the stress tensor at the beginning and end of the cycle and then calculate the range of the primary plus secondary plus peak equivalent stress (ΔSP,k) which is the equivalent von Mises stress. This value is then multiplied by Kf in equation 5.36. I take this to mean that the von Mises stress is to be multiplied by the applicable Kf for each point in the model.
In PTB-3 the stress is linearized wherever a Kf not equal to 1 is applied. My questions are as follows:
1. Why does PTB-3 use linearized stresses? It uses ΔSn ,k when applying Kf rather than ΔSP,k. This doesn’t seem to match the method in 5.5.3.2. Am I misreading this?
2. How are the total stresses in Table E5.5.3-3 of PTB-3 computed? In the 2010 version the value of ΔSP,k is always equal to the linearized values in Table E5.5.3-1. In the 2013 version these values are revised for the cases where Kf does not equal 1.0. For instance the value of ΔSP,k at the transition is 31.799 ksi, however the maximum von Mises stress at this location appears to be 33.377 ksi per Figure E5.5.3-2.
Step 3(b) says to calculate the stress tensor at the beginning and end of the cycle and then calculate the range of the primary plus secondary plus peak equivalent stress (ΔSP,k) which is the equivalent von Mises stress. This value is then multiplied by Kf in equation 5.36. I take this to mean that the von Mises stress is to be multiplied by the applicable Kf for each point in the model.
In PTB-3 the stress is linearized wherever a Kf not equal to 1 is applied. My questions are as follows:
1. Why does PTB-3 use linearized stresses? It uses ΔSn ,k when applying Kf rather than ΔSP,k. This doesn’t seem to match the method in 5.5.3.2. Am I misreading this?
2. How are the total stresses in Table E5.5.3-3 of PTB-3 computed? In the 2010 version the value of ΔSP,k is always equal to the linearized values in Table E5.5.3-1. In the 2013 version these values are revised for the cases where Kf does not equal 1.0. For instance the value of ΔSP,k at the transition is 31.799 ksi, however the maximum von Mises stress at this location appears to be 33.377 ksi per Figure E5.5.3-2.