Document Type
Conference Paper
Publication Date
2014
Publication Source
Proceedings of the 24th International Ocean and Polar Engineering Conference
Abstract
A description of finite element model and analysis of a shell with an infill is performed. A large diameter thin cylindrical shell structure with the edge leaning against compressible foundation soil is analyzed. Different materials are considered individually for the models of each structure shell and infill component (metal or reinforced concrete shell, and granular or elastic infill in a shell and foundation soil loaded by the structure). Contact conditions between 1) the infill and the shell’s inner surface and 2) between the foundation material and the shell edge are analyzed. An example of calculating strain conditions in the shell according to the proposed finite element model and tasks of its development process and specification are provided in this paper.
Inclusive pages
905-910
ISBN/ISSN
978-1-880653-91-3
Document Version
Published Version
Copyright
Copyright © 2014, International Society of Offshore and Polar Engineers (ISOPE)
Publisher
International Society of Offshore and Polar Engineers (ISOPE)
Place of Publication
Busan, South Korea
eCommons Citation
Bekker, Alexander T.; Tsimbelman, Nikita Ya.; Potyanikhin, Dmitriy A.; Mamontov, Andrey I.; Bilgin, Ömer; and Chernova, Tatiana I., "Mathematical Model of the Shell with the Infill for Retaining Structures" (2014). Civil and Environmental Engineering and Engineering Mechanics Faculty Publications. 61.
https://ecommons.udayton.edu/cee_fac_pub/61
COinS
Comments
This document is provided for download by permission of the publisher. Permission documentation is on file.