Hi,
I have a question regarding the value of Sps to be used when performing a fatigue assessment in accordance with 5.5.3 of ASME Section VIII, Division 2. The value of Sps is defined in 5.5.6.1 (d). Now my doubt is what values of yield and tensile strength is the code referring to in (d)(2). The designer is supposed to calculate the ratio of Sy/Su and check if it is greater than 0.7: “except that the value from (1) shall be used when the ratio of the minimum specified yield strength to ultimate tensile strength exceeds 0.70 or the value of S is governed by time-dependent properties as indicated in Annex 3-A.”
Are Sy and Su the values at RT, operating temperature, design, average for the cycle?
I have checked API 579-1 Ed. 2021 paragraph 14.4.3.5.1 to see if that clarified the matter, as the procedure described in API 579-1 paragraph 14.4.3.2 is analogous to ASME VIII-2 5.5.3, but this condition based on the yield to tensile ratio is not there.
thanks
I have a question regarding the value of Sps to be used when performing a fatigue assessment in accordance with 5.5.3 of ASME Section VIII, Division 2. The value of Sps is defined in 5.5.6.1 (d). Now my doubt is what values of yield and tensile strength is the code referring to in (d)(2). The designer is supposed to calculate the ratio of Sy/Su and check if it is greater than 0.7: “except that the value from (1) shall be used when the ratio of the minimum specified yield strength to ultimate tensile strength exceeds 0.70 or the value of S is governed by time-dependent properties as indicated in Annex 3-A.”
Are Sy and Su the values at RT, operating temperature, design, average for the cycle?
I have checked API 579-1 Ed. 2021 paragraph 14.4.3.5.1 to see if that clarified the matter, as the procedure described in API 579-1 paragraph 14.4.3.2 is analogous to ASME VIII-2 5.5.3, but this condition based on the yield to tensile ratio is not there.
thanks