Affiliation:
1. School of Civil Engineering Anhui Jianzhu University Hefei Anhui China
2. Space Structures Research Center Shanghai Jiao Tong University Shanghai China
Abstract
AbstractThe analytical solutions for buckling of closed and open cylindrical shells under different boundary conditions are challenging. A separation‐of‐variable method with closed‐form eigensolution under Donnell–Mushtari theory is proposed for eigenbuckling analysis in cylindrical shells. The modal function is adopted as the form W = eμαeλβ. It can be applied to the closed and open cylindrical shells with different boundary conditions, and the whole calculation process is explicit. The critical buckling capacities of short cylindrical shells are close under the simply supported or clamped boundary conditions. The predictions are in good agreement with those in literature and the finite element model.
Funder
National Natural Science Foundation of China
University Natural Science Research Project of Anhui Province
Subject
Applied Mathematics,Computational Mechanics