Pseudospheric shells in the construction
The architects working with the shell use well-established geometry forms, which make up about 5-10 % of the number of known surfaces, in their projects. However, there is such a well-known surface of rotation, which from the 19th century to the present is very popular among mathematicians-geometers...
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Format: | Article |
Language: | English |
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Peoples’ Friendship University of Russia (RUDN University)
2021-08-01
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Series: | RUDN Journal of Engineering Research |
Subjects: | |
Online Access: | http://journals.rudn.ru/engineering-researches/article/viewFile/27260/19700 |
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author | Mathieu Gil-oulbé Ipel Junior Alphonse Ndomilep Prosper Ngandu |
author_facet | Mathieu Gil-oulbé Ipel Junior Alphonse Ndomilep Prosper Ngandu |
author_sort | Mathieu Gil-oulbé |
collection | DOAJ |
description | The architects working with the shell use well-established geometry forms, which make up about 5-10 % of the number of known surfaces, in their projects. However, there is such a well-known surface of rotation, which from the 19th century to the present is very popular among mathematicians-geometers, but it is practically unknown to architects and designers, there are no examples of its use in the construction industry. This is a pseudosphere surface. For a pseudospherical surface with a pseudosphere rib radius, the Gaussian curvature at all points equals the constant negative number. The pseudosphere, or the surface of the Beltram, is generated by the rotation of the tracersis, evolvent of the chain line. The article provides an overview of known methods of calculation of pseudospherical shells and explores the strain-stress state of thin shells of revolution with close geometry parameters to identify optimal forms. As noted earlier, no examples of the use of the surface of the pseudosphere in the construction industry have been found in the scientific and technical literature. Only Kenneth Becher presented examples of pseudospheres implemented in nature: a gypsum model of the pseudosphere made by V. Martin Schilling at the end of the 19th century. |
first_indexed | 2024-03-12T10:00:27Z |
format | Article |
id | doaj.art-8e5808a9bf174506b015e26a85cd9b99 |
institution | Directory Open Access Journal |
issn | 2312-8143 2312-8151 |
language | English |
last_indexed | 2024-03-12T10:00:27Z |
publishDate | 2021-08-01 |
publisher | Peoples’ Friendship University of Russia (RUDN University) |
record_format | Article |
series | RUDN Journal of Engineering Research |
spelling | doaj.art-8e5808a9bf174506b015e26a85cd9b992023-09-02T11:44:43ZengPeoples’ Friendship University of Russia (RUDN University)RUDN Journal of Engineering Research2312-81432312-81512021-08-01221849910.22363/2312-8143-2021-22-1-84-9920354Pseudospheric shells in the constructionMathieu Gil-oulbé0Ipel Junior Alphonse Ndomilep1Prosper Ngandu2Peoples’ Friendship University of Russia (RUDN University)Peoples’ Friendship University of Russia (RUDN University)Peoples’ Friendship University of Russia (RUDN University)The architects working with the shell use well-established geometry forms, which make up about 5-10 % of the number of known surfaces, in their projects. However, there is such a well-known surface of rotation, which from the 19th century to the present is very popular among mathematicians-geometers, but it is practically unknown to architects and designers, there are no examples of its use in the construction industry. This is a pseudosphere surface. For a pseudospherical surface with a pseudosphere rib radius, the Gaussian curvature at all points equals the constant negative number. The pseudosphere, or the surface of the Beltram, is generated by the rotation of the tracersis, evolvent of the chain line. The article provides an overview of known methods of calculation of pseudospherical shells and explores the strain-stress state of thin shells of revolution with close geometry parameters to identify optimal forms. As noted earlier, no examples of the use of the surface of the pseudosphere in the construction industry have been found in the scientific and technical literature. Only Kenneth Becher presented examples of pseudospheres implemented in nature: a gypsum model of the pseudosphere made by V. Martin Schilling at the end of the 19th century.http://journals.rudn.ru/engineering-researches/article/viewFile/27260/19700pseudospherebeltramy surfacetractixbending calculation theorytemporal calculation theorypseudosphere resistance |
spellingShingle | Mathieu Gil-oulbé Ipel Junior Alphonse Ndomilep Prosper Ngandu Pseudospheric shells in the construction RUDN Journal of Engineering Research pseudosphere beltramy surface tractix bending calculation theory temporal calculation theory pseudosphere resistance |
title | Pseudospheric shells in the construction |
title_full | Pseudospheric shells in the construction |
title_fullStr | Pseudospheric shells in the construction |
title_full_unstemmed | Pseudospheric shells in the construction |
title_short | Pseudospheric shells in the construction |
title_sort | pseudospheric shells in the construction |
topic | pseudosphere beltramy surface tractix bending calculation theory temporal calculation theory pseudosphere resistance |
url | http://journals.rudn.ru/engineering-researches/article/viewFile/27260/19700 |
work_keys_str_mv | AT mathieugiloulbe pseudosphericshellsintheconstruction AT ipeljunioralphonsendomilep pseudosphericshellsintheconstruction AT prosperngandu pseudosphericshellsintheconstruction |