Pullout capacity of cylindrical block embedded in sand

• Autorzy: Sternik K. , Dołżyk-Szypcio K.

Identyfikatory

DOI

10.2478/sgem-2018-0005

• Języki publikacji: EN

Abstrakty

EN

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.

Słowa kluczowe

EN

block anchors; pullout capacity; FE analysis; plastic limit analysis

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2018
• Tom: Vol. 40, nr 1
• Strony: 30--37
• Opis fizyczny: Bibliogr. 22 poz., rys., tab.

Twórcy

autor

Sternik K.

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

autor

Dołżyk-Szypcio K.

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

Bibliografia

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Uwagi

Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).