Stress state analysis of an equal slope shell under uniformly distributed tangential load by different methods

Abstract

Nowadays there are various calculation methods for solving a wide range of problems in construction, hydrodynamics, thermal conductivity, aerospace research and many other areas of industry. Analytical methods that make up one class for solving problems, and numerical calculation methods that make up another class, including those implemented in computing complexes, are used for the design and construction of various thin-walled structures such as shells. Due to the fact that thin-walled spatial structures in the form of various shells are widely used in many areas of human activity it is useful to understand and know the capabilities of different calculation methods. Research works on the study of the stress-strain state of the torse shell of equal slope with an ellipse at the base are not widely available at the moment. For the first time the derivation of the differential equations of equilibrium of momentless theory of shells to determine the normal force Nu from the action of uniformly distributed load tangentially directed along rectilinear generatrixes to the middle surface of the torse of equal slope with a directrix ellipse is presented in this article. The parameters of the stress state of the studied torse are also obtained by the finite element method and the variational-difference method. The SCAD software based on the finite element method and the program SHELLVRM written on the basis of the variational-difference method are used. The numerical results of the parameters of the stress state of the studied torse are analyzed, and the advantages and disadvantages of the analytical method and two numerical calculation methods are determined.

Stability of shallow shells with local changes in strength characteristics

“…Изучению конструкций в виде пологих оболочек в настоящее время уделяется значительное внимание во всем мире. Проводятся исследования устойчивости [1][2][3] и колебаний конструкций [4][5][6][7], в том числе в нелинейной постановке [8; 9] и различных форм срединной поверхности [10][11][12]. Интересны работы, анализирующие поведения слоистых [13][14][15] и ортотропных пологих оболочек [16], результаты которых могут быть использованы для моделирования железобетонных и армоцементных конструкций.…”

Investigation of the accuracy and convergence of the results of thin shells analysis using the PRINS program

“…Various authors have obtained particular solutions for shells of a relatively simple form. The search for such solutions is underway at the present time [6][7][8][9]. The most famous of them, tested by long-term practice of their use, are given in reference and educational literature [10; 11].…”