<abstract xmlns="http://www.w3.org/1999/xhtml"><p>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.</p></abstract>

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.

Pullout Capacity Of Cylindrical Block Embedded In Sand

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

{"article-title":"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...

Pullout Capacity Of Cylindrical Block Embedded In Sand

Article Category: Research Article

Pubblicato online: 05 giu 2018

Pagine: 30 - 37

Ricevuto: 16 ott 2017

Accettato: 13 dic 2017

DOI: https://doi.org/10.2478/sgem-2018-0005

Parole chiave
block anchors, pullout capacity, FE analysis, plastic limit analysis

© 2018 Krzysztof Sternik, Katarzyna Dołżyk-Szypcio, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Pullout Capacity Of Cylindrical Block Embedded In Sand

Article Category: Research Article

Pubblicato online: 05 giu 2018

Pagine: 30 - 37

Ricevuto: 16 ott 2017

Accettato: 13 dic 2017

DOI: https://doi.org/10.2478/sgem-2018-0005

Parole chiaveblock anchors, pullout capacity, FE analysis, plastic limit analysis

© 2018 Krzysztof Sternik, Katarzyna Dołżyk-Szypcio, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Parole chiave
block anchors, pullout capacity, FE analysis, plastic limit analysis