Pullout Capacity Of Cylindrical Block Embedded In Sand-Reference-Cited by-同舟云学术

Pullout Capacity Of Cylindrical Block Embedded In Sand

Published:2018-06-05 Issue:1 Volume:40 Page:30-37
ISSN:2083-831X
Container-title:Studia Geotechnica et Mechanica
language:en
Short-container-title:

Author:

Sternik Krzysztof¹,Dołżyk-Szypcio Katarzyna²

Affiliation:

1. Silesian University of Technology , Faculty of Civil Engineering , ul. Akademicka 5, 44-100 , Gliwice , Poland

2. Bialystok University of Technology , Faculty of Civil and Environmental Engineering , ul. Wiejska 45E, 15-351 , Bialystok , Poland

Abstract

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.

Publisher

Walter de Gruyter GmbH

Subject

Computers in Earth Sciences,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://www.sciendo.com/pdf/10.2478/sgem-2018-0005

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