Analysis of reticulated dome with universal connector
In order to investigate the stress-strain state of a 4 m diameter reticulated dome model, four series of glued wooden rods were prepared for centric and eccentric compression tests. The tests were carried out in the laboratory of the Department of Metal Wood and Plastic Structures. The stresses at...
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| Format: | Article |
| Language: | English |
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CTU Central Library
2025-01-01
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| Series: | Acta Polytechnica |
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| Online Access: | https://ojs.cvut.cz/ojs/index.php/ap/article/view/9721 |
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| author | Oleksandr Gilodo Andrii Arsirii Yuliia Somina |
| author_facet | Oleksandr Gilodo Andrii Arsirii Yuliia Somina |
| author_sort | Oleksandr Gilodo |
| collection | DOAJ |
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In order to investigate the stress-strain state of a 4 m diameter reticulated dome model, four series of glued wooden rods were prepared for centric and eccentric compression tests. The tests were carried out in the laboratory of the Department of Metal Wood and Plastic Structures. The stresses at the specific points of the elements were determined through the deformations using the strain gauges. The feature of the prismatic specimens was the stress concentrators in the bearing areas in the form of holes for the arrangement of universal connectors. These areas were also reinforced with steel sleeves. The general conclusion of the study is the high load bearing capacity of the tested samples. The destruction of the samples occurred in the bearing zone due to wood crushing. The next research tasks will be to optimise the dimensions of the elements and test the dome model. The cross-section of the elements, in addition to providing the load-bearing capacity, is also influenced by the need to obtain certain thermal characteristics of the enclosure, i.e. the dome elements should have dimensions that allow placing a layer of an effective insulation in their plane. A special task is to choose a roofing that can be considered only as a part of the constant load on the load-bearing system or as a continuous shell that unbinds the frame.
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| format | Article |
| id | doaj-art-109b5068efbd497e97c700ccee2588e0 |
| institution | Kabale University |
| issn | 1805-2363 |
| language | English |
| publishDate | 2025-01-01 |
| publisher | CTU Central Library |
| record_format | Article |
| series | Acta Polytechnica |
| spelling | doaj-art-109b5068efbd497e97c700ccee2588e02025-01-14T10:10:10ZengCTU Central LibraryActa Polytechnica1805-23632025-01-0164610.14311/AP.2024.64.0511Analysis of reticulated dome with universal connectorOleksandr Gilodo0Andrii Arsirii1Yuliia Somina2Odesa State Academy of Civil Engineering and Architecture, Department of Metal, Wooden and Plastic Structures, 4 Didrihsona, 65000 Odesa, UkraineOdesa State Academy of Civil Engineering and Architecture, Department of Metal, Wooden and Plastic Structures, 4 Didrihsona, 65000 Odesa, UkraineOdesa State Academy of Civil Engineering and Architecture, Department of Metal, Wooden and Plastic Structures, 4 Didrihsona, 65000 Odesa, Ukraine In order to investigate the stress-strain state of a 4 m diameter reticulated dome model, four series of glued wooden rods were prepared for centric and eccentric compression tests. The tests were carried out in the laboratory of the Department of Metal Wood and Plastic Structures. The stresses at the specific points of the elements were determined through the deformations using the strain gauges. The feature of the prismatic specimens was the stress concentrators in the bearing areas in the form of holes for the arrangement of universal connectors. These areas were also reinforced with steel sleeves. The general conclusion of the study is the high load bearing capacity of the tested samples. The destruction of the samples occurred in the bearing zone due to wood crushing. The next research tasks will be to optimise the dimensions of the elements and test the dome model. The cross-section of the elements, in addition to providing the load-bearing capacity, is also influenced by the need to obtain certain thermal characteristics of the enclosure, i.e. the dome elements should have dimensions that allow placing a layer of an effective insulation in their plane. A special task is to choose a roofing that can be considered only as a part of the constant load on the load-bearing system or as a continuous shell that unbinds the frame. https://ojs.cvut.cz/ojs/index.php/ap/article/view/9721glued woodreticulated domecentric compressioneccentric compressionconnector |
| spellingShingle | Oleksandr Gilodo Andrii Arsirii Yuliia Somina Analysis of reticulated dome with universal connector Acta Polytechnica glued wood reticulated dome centric compression eccentric compression connector |
| title | Analysis of reticulated dome with universal connector |
| title_full | Analysis of reticulated dome with universal connector |
| title_fullStr | Analysis of reticulated dome with universal connector |
| title_full_unstemmed | Analysis of reticulated dome with universal connector |
| title_short | Analysis of reticulated dome with universal connector |
| title_sort | analysis of reticulated dome with universal connector |
| topic | glued wood reticulated dome centric compression eccentric compression connector |
| url | https://ojs.cvut.cz/ojs/index.php/ap/article/view/9721 |
| work_keys_str_mv | AT oleksandrgilodo analysisofreticulateddomewithuniversalconnector AT andriiarsirii analysisofreticulateddomewithuniversalconnector AT yuliiasomina analysisofreticulateddomewithuniversalconnector |