Pullout Capacity Of Cylindrical Block Embedded In Sand

Krzysztof Sternik; Katarzyna Dołżyk-Szypcio

doi:10.2478/sgem-2018-0005

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Pullout Capacity Of Cylindrical Block Embedded In Sand

Studia Geotechnica et Mechanica

Volume 40 (2018): Issue 1 (July 2018)

By: Krzysztof Sternik and Katarzyna Dołżyk-Szypcio

Open Access

|Jun 2018

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.

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Articles in this issue

DOI: https://doi.org/10.2478/sgem-2018-0005 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365

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Language: English

Page range: 30 - 37

Submitted on: Oct 16, 2017

Accepted on: Dec 13, 2017

Published on: Jun 5, 2018

Published by: Wroclaw University of Science and Technology

In partnership with: Paradigm Publishing Services

Publication frequency: 4 issues per year

Keywords:

block anchors,

pullout capacity,

FE analysis,

plastic limit analysis

Related subjects:

Physics,

Mechanics and fluid dynamics

© 2018 Krzysztof Sternik, Katarzyna Dołżyk-Szypcio, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Volume 40 (2018): Issue 1 (July 2018)