Bearing capacity of riveted connections of mineral wool sandwich panels
The article presents a study on the pulling-out bearing capacity of the connection between a curtain wall system and an outer sheet of a wall sandwich panel with a mineral wool core realized through blind rivets. An experimental study was carried out on samples of sandwich panels with various parame...
| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
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Peter the Great St. Petersburg Polytechnic University
2022-07-01
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| Series: | Magazine of Civil Engineering |
| Subjects: | |
| Online Access: | http://engstroy.spbstu.ru/article/2022.112.02/ |
| _version_ | 1818161377670332416 |
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| author | Galyamichev Alexander Gerasimova Ekaterina Egorov Denis Serdjuks Dmitrijs Grossman Anna Lysenko Dmitry |
| author_facet | Galyamichev Alexander Gerasimova Ekaterina Egorov Denis Serdjuks Dmitrijs Grossman Anna Lysenko Dmitry |
| author_sort | Galyamichev Alexander |
| collection | DOAJ |
| description | The article presents a study on the pulling-out bearing capacity of the connection between a curtain wall system and an outer sheet of a wall sandwich panel with a mineral wool core realized through blind rivets. An experimental study was carried out on samples of sandwich panels with various parameters of fastening in order to assess the influence of the considered factors on the value of bearing capacity. Results obtained for the studied type of sandwich panel allowed us to determine the minimum permissible edge distance for a blind rivet in order to prevent delamination of the outer sheet as well as the influence of the end profile installation and cyclic load action on the bearing capacity of the joint. Experimental results showed that the edge distance of 75 mm or more does not affect the bearing capacity of the joint. The pulling-out bearing capacity of a blind rivet with a diameter of 4.8 mm was determined for both single and cyclic load actions. The presence of an additional stiffening element such as end face profile contributed to an increase of this value. Recommended scheme for the installation of the fastening elements was proposed based on dependencies obtained during the experimental investigation. |
| first_indexed | 2024-12-11T16:16:48Z |
| format | Article |
| id | doaj.art-343f84c6f6fd4d8f97d361b19d95cad7 |
| institution | Directory Open Access Journal |
| issn | 2712-8172 |
| language | English |
| last_indexed | 2024-12-11T16:16:48Z |
| publishDate | 2022-07-01 |
| publisher | Peter the Great St. Petersburg Polytechnic University |
| record_format | Article |
| series | Magazine of Civil Engineering |
| spelling | doaj.art-343f84c6f6fd4d8f97d361b19d95cad72022-12-22T00:58:55ZengPeter the Great St. Petersburg Polytechnic UniversityMagazine of Civil Engineering2712-81722022-07-011120410.34910/MCE.112.220714726Bearing capacity of riveted connections of mineral wool sandwich panelsGalyamichev Alexander0https://orcid.org/0000-0003-4992-2084Gerasimova Ekaterina1https://orcid.org/0000-0002-6056-5498Egorov Denis2https://orcid.org/0000-0001-9282-3255Serdjuks Dmitrijs3https://orcid.org/0000-0002-1843-3061Grossman Anna4https://orcid.org/0000-0003-4851-4687Lysenko Dmitry5https://orcid.org/0000-0001-5535-4701Peter the Great St. Petersburg Polytechnic UniversityNIUPC «Mezhregional'nyj institut okonnyh i fasadnyh konstrukcij»Peter the Great St. Petersburg Polytechnic UniversityRiga Technical UniversityPeter the Great St. Petersburg Polytechnic UniversityPeter the Great St. Petersburg Polytechnic UniversityThe article presents a study on the pulling-out bearing capacity of the connection between a curtain wall system and an outer sheet of a wall sandwich panel with a mineral wool core realized through blind rivets. An experimental study was carried out on samples of sandwich panels with various parameters of fastening in order to assess the influence of the considered factors on the value of bearing capacity. Results obtained for the studied type of sandwich panel allowed us to determine the minimum permissible edge distance for a blind rivet in order to prevent delamination of the outer sheet as well as the influence of the end profile installation and cyclic load action on the bearing capacity of the joint. Experimental results showed that the edge distance of 75 mm or more does not affect the bearing capacity of the joint. The pulling-out bearing capacity of a blind rivet with a diameter of 4.8 mm was determined for both single and cyclic load actions. The presence of an additional stiffening element such as end face profile contributed to an increase of this value. Recommended scheme for the installation of the fastening elements was proposed based on dependencies obtained during the experimental investigation.http://engstroy.spbstu.ru/article/2022.112.02/bearing capacitysandwich structuresfacadesdynamic loadspull-out strengthconnectors |
| spellingShingle | Galyamichev Alexander Gerasimova Ekaterina Egorov Denis Serdjuks Dmitrijs Grossman Anna Lysenko Dmitry Bearing capacity of riveted connections of mineral wool sandwich panels Magazine of Civil Engineering bearing capacity sandwich structures facades dynamic loads pull-out strength connectors |
| title | Bearing capacity of riveted connections of mineral wool sandwich panels |
| title_full | Bearing capacity of riveted connections of mineral wool sandwich panels |
| title_fullStr | Bearing capacity of riveted connections of mineral wool sandwich panels |
| title_full_unstemmed | Bearing capacity of riveted connections of mineral wool sandwich panels |
| title_short | Bearing capacity of riveted connections of mineral wool sandwich panels |
| title_sort | bearing capacity of riveted connections of mineral wool sandwich panels |
| topic | bearing capacity sandwich structures facades dynamic loads pull-out strength connectors |
| url | http://engstroy.spbstu.ru/article/2022.112.02/ |
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