Stress analysis of CII buried pipes
Thread Content
Does anyone have an example of stress analysis for buried pipes? Could someone upload one? I need to carry out a stress analysis on a buried pipe, but I don’t know how to do it.
The key to burying underground lies in obtaining soil data; that is, in the method for calculating burial based on CII, the accuracy of certain key parameters that need to be entered will have a direct and significant impact on the calculation results. CII itself also acknowledges that for buried calculation, the parameters entered by the user are extremely important, as even a small error can lead to significant consequences.
Could you give a specific example? I need to create an example for a buried pipe; after entering the soil parameters, there is no response at all.
I remember that I need to click at the working condition point to select the starting and ending points for burial. I have never done it in practice. Look in the help and guides. Please also invite experienced experts to share their insights.
You can look for it on the Standard Sharing website
I haven’t really dealt with this much, but I’ll give it a try for you
I tried using the buried calculation feature, but the results were too far off from the actual values, so I stopped using it