Pullout Capacity Of Cylindrical Block Embedded In Sand
Calculation of pullout capacity of anchoring concrete cylindrical block by finite element method is carried out. 3D model of the block assumes its free rotation. Alternative solutions with one and two pulling forces attached at different heights of the block are considered. Dependency of the ultimat...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2018-06-01
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| Series: | Studia Geotechnica et Mechanica |
| Subjects: | |
| Online Access: | https://doi.org/10.2478/sgem-2018-0005 |
| _version_ | 1819018986263674880 |
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| author | Sternik Krzysztof Dołżyk-Szypcio Katarzyna |
| author_facet | Sternik Krzysztof Dołżyk-Szypcio Katarzyna |
| author_sort | Sternik Krzysztof |
| collection | DOAJ |
| description | Calculation of pullout capacity of anchoring concrete cylindrical block by finite element method is carried out. 3D model of the block assumes its free rotation. Alternative solutions with one and two pulling forces attached at different heights of the block are considered. Dependency of the ultimate pulling force on the points of its application, the block’s embedment depth as well as contact friction are investigated. Results of FE analysis and simple engineering estimations are compared. The maximum pullout resistance results from FE analysis when the rotation of the block is prevented. |
| first_indexed | 2024-12-21T03:28:08Z |
| format | Article |
| id | doaj.art-4ba2c460860543298039d93e1ceeabe5 |
| institution | Directory Open Access Journal |
| issn | 2083-831X |
| language | English |
| last_indexed | 2024-12-21T03:28:08Z |
| publishDate | 2018-06-01 |
| publisher | Sciendo |
| record_format | Article |
| series | Studia Geotechnica et Mechanica |
| spelling | doaj.art-4ba2c460860543298039d93e1ceeabe52022-12-21T19:17:32ZengSciendoStudia Geotechnica et Mechanica2083-831X2018-06-01401303710.2478/sgem-2018-0005sgem-2018-0005Pullout Capacity Of Cylindrical Block Embedded In SandSternik Krzysztof0Dołżyk-Szypcio Katarzyna1Silesian University of Technology, Faculty of Civil Engineering, ul. Akademicka 5, 44-100, Gliwice, PolandBialystok University of Technology, Faculty of Civil and Environmental Engineering, ul. Wiejska 45E, 15-351, Bialystok, PolandCalculation of pullout capacity of anchoring concrete cylindrical block by finite element method is carried out. 3D model of the block assumes its free rotation. Alternative solutions with one and two pulling forces attached at different heights of the block are considered. Dependency of the ultimate pulling force on the points of its application, the block’s embedment depth as well as contact friction are investigated. Results of FE analysis and simple engineering estimations are compared. The maximum pullout resistance results from FE analysis when the rotation of the block is prevented.https://doi.org/10.2478/sgem-2018-0005block anchorspullout capacityfe analysisplastic limit analysis |
| spellingShingle | Sternik Krzysztof Dołżyk-Szypcio Katarzyna Pullout Capacity Of Cylindrical Block Embedded In Sand Studia Geotechnica et Mechanica block anchors pullout capacity fe analysis plastic limit analysis |
| title | Pullout Capacity Of Cylindrical Block Embedded In Sand |
| title_full | Pullout Capacity Of Cylindrical Block Embedded In Sand |
| title_fullStr | Pullout Capacity Of Cylindrical Block Embedded In Sand |
| title_full_unstemmed | Pullout Capacity Of Cylindrical Block Embedded In Sand |
| title_short | Pullout Capacity Of Cylindrical Block Embedded In Sand |
| title_sort | pullout capacity of cylindrical block embedded in sand |
| topic | block anchors pullout capacity fe analysis plastic limit analysis |
| url | https://doi.org/10.2478/sgem-2018-0005 |
| work_keys_str_mv | AT sternikkrzysztof pulloutcapacityofcylindricalblockembeddedinsand AT dołzykszypciokatarzyna pulloutcapacityofcylindricalblockembeddedinsand |