On contact problem application for the local behavior of soil-pile interaction
- In this paper a shear test, which helps to study local behavior of the soil-pile interaction, is modelled numerically with the Finite Element Method as a 2D plane strain problem. A normal pressure on top and shear displacement on side were applied. So far, the material behavior was considered elastic for the sake of simplicity. The effect of thickness on contact elements and the presence of in plane stress has been highlighted. The purpose of the paper is to find a suitable contact element which represents more close to reality a soil-pile interaction problem under cyclic axial loading. Moreover, an insight on the presence of in-plane stress shows that it needs to be considered cautiously.
Autor*innen: | Borana Kullolli |
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Koautor*innen: | Pablo Cuéllar, Matthias BaeßlerORCiD |
Dokumenttyp: | Vortrag |
Veröffentlichungsform: | Präsentation |
Sprache: | Englisch |
Jahr der Erstveröffentlichung: | 2017 |
DDC-Klassifikation: | Technik, Medizin, angewandte Wissenschaften / Ingenieurwissenschaften / Angewandte Physik |
Technik, Medizin, angewandte Wissenschaften / Ingenieurwissenschaften / Ingenieurbau | |
Freie Schlagwörter: | Contact problem; Numerical problem |
Veranstaltung: | ICCE 2017 |
Veranstaltungsort: | Tirana, Albania |
Beginndatum der Veranstaltung: | 12.10.2017 |
Enddatum der Veranstaltung: | 14.10.2017 |
Verfügbarkeit des Dokuments: | Datei im Netzwerk der BAM verfügbar ("Closed Access") |
Datum der Freischaltung: | 20.11.2017 |
Referierte Publikation: | Nein |
Eingeladener Vortrag: | Nein |