Bending problem of multilayered shallow shells solution by RFM and spline-approximation
Abstract
Analysis of existing methods for investigation of stressed-strained state of multilayered shallow shells with complex planform, taking shift deformations in account, is carried out. Conclusion is made that there is a necessity of development of effective and universal methods to solve the stated problem. A numerically-analytical method, based on R–functions theory and variational Ritz method is proposed. The key difference of developed approach is usage of splines to approximate undefined components of solution structures. The proposed approach is performed in a form of programming complex using analytical package MAPLE. Using developed program package problems of bending of multilayered shells of convex planform with different boundary conditions are solved. results are combined with analogical using polynomial approximation. For shells with rectangular planform comparison with known results is presented.
Downloads
Published
Issue
Section
License
Copyright (c) 2017 Л. В. Курпа, А. А. Осетров
This work is licensed under a Creative Commons Attribution-NoDerivatives 4.0 International License.
All authors agree with the following conditions:
- The authors reserve the right to claim authorship of their work and transfer to the journal the right of first publication of the work under the license agreement (the agreement).
- Authors have a right to conclude independently additional agreement on non-exclusive spreading the work in the form in which it was published by the jpurnal (for example, to place the work in institution repository or to publish as a part of a monograph), providing a link to the first publication of the work in this journal.
- Journal policy allows authors to place the manuscript in the Internet (for example, in the institution repository or on a personal web sites) both before its submission to the editorial board and during its editorial processing, as this ensures the productive scientific discussion and impact positively on the efficiency and dynamics of citation of published work (see The Effect of Open Access).