Abstract: The durability of cylindrical thin-walled structures with a cellular wall are investigated. Such structures are modelled as orthotropic shells with modified rigidity. A system of differential equations for finding the forces and moments arising in the wall of a thin orthotropic shell is written. Key equations to estimate the stress components are established. The finite element method was used for stress-strain state of cellular structure evaluation. A comparison of theoretical results with experimental results obtained by digital image correlation method is given. The recommendations on the design of buried pipes and vertical tanks with a cellular wall are developed.
Keywords: Polyethylene pipelines and tanks, durability, stress-strain state, orthotropic shells, finite element method, digital image correlation