Hi everyone,
Some questions for you guys on the buckling evaluation of a doubly-curved shell using ASME Code Case N-284-4.
1. According to -1712.1.4, “toroidal and ellipsoidal shells shall be analyzed as equivalent spheres” to calculate their theoretical buckling stress.
1.1. How shall we...
Dear all,
I’m working on the support design of a vertical vessel, as a beginner with little engineering experiences in this field. A short skirt support was finally chosen after some considerations. However, the expansion behavior caused by both the internal pressure and thermal load, the...