À propos de cet article
Catégorie d'article: Research Article
Publié en ligne: 05 juin 2018
Pages: 30 - 37
Reçu: 16 oct. 2017
Accepté: 13 déc. 2017
DOI: https://doi.org/10.2478/sgem-2018-0005
Mots clés
© 2018 Krzysztof Sternik, Katarzyna Dołżyk-Szypcio, published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.
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.