Local stress analysis of takeover
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I checked the local stress at the junction point and got such results; I would like to ask which value should be adjusted? Why? Is there a connection between local stress analysis and the equal-area reinforcement method? (Atmospheric pressure tank, in accordance with 50341)
This post was last edited by “One Table of Sweet and Sour Pork” on April 4, 2019, at 15:36. Only by generating a calculation sheet can one determine which value needs to be adjusted. Local stress calculation must be completed after the reinforcement calculation is approved before it can be verified.
Are you referring to the local stress under external load acting on the orifice?
Adjust the value that does not meet the standard.
What you have here is the local stress at the pipe opening under external loads, and it has been calculated according to WRC standards. The poster may refer to \"CSCBPV-TD001-2013 Cylindrical Shells under Internal Pressure and External Loads on Branch Pipes\", or Chapter 26 of HG20582.