A contact problem aplication for the local behaviour of soil pile interaction
- The purpose of the work presented in this paper is to analyze locally (at the element level) the contact behavior of a soil-pile contact problem. Therefore, a 2D shear test is modeled using the Finite Element Method. The formulation of a 4 nodded zero-thickness interface element of Beer is chosen with a linear interpolation function. Four constitutive contact models adapted for contact problems have been implemented. The Mohr-Coulomb and Clough and Duncan models were chosen initially, due to the ease of implementation and few number of parameters needed. After, more complicated models in the framework of elasto-plasticity such as: Lashkari and Mortara were implemented for the first time into the finite element code of the shear test problem. They include other phenomena such as: relative density of soil, the stress level and sand dilatancy. From the results the relation between shear displacement and shear stress has been deduced. Finally, a discussion of the advantages and theThe purpose of the work presented in this paper is to analyze locally (at the element level) the contact behavior of a soil-pile contact problem. Therefore, a 2D shear test is modeled using the Finite Element Method. The formulation of a 4 nodded zero-thickness interface element of Beer is chosen with a linear interpolation function. Four constitutive contact models adapted for contact problems have been implemented. The Mohr-Coulomb and Clough and Duncan models were chosen initially, due to the ease of implementation and few number of parameters needed. After, more complicated models in the framework of elasto-plasticity such as: Lashkari and Mortara were implemented for the first time into the finite element code of the shear test problem. They include other phenomena such as: relative density of soil, the stress level and sand dilatancy. From the results the relation between shear displacement and shear stress has been deduced. Finally, a discussion of the advantages and the drawbacks during computation of each model is given at the end.…
Autor*innen: | Borana Kullolli, H. Stutz, Jeffrey Bronsert, Paola Dutto, Matthias BaeßlerORCiD |
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Persönliche Herausgeber*innen: | E. Onate, D. R. J. Owen, D. Peric, M. Chiumenti |
Dokumenttyp: | Beitrag zu einem Tagungsband |
Veröffentlichungsform: | Graue Literatur |
Sprache: | Englisch |
Titel des übergeordneten Werkes (Englisch): | XIV International Conference on Computational Plasticity, Fundamentals and Applications (COMPLAS 2017) |
Jahr der Erstveröffentlichung: | 2017 |
Herausgeber (Institution): | International Center for Numerical Methods in Engineering (CIMNE) |
Verlag: | CIMNE |
Verlagsort: | Barcelona,Spain |
Erste Seite: | 490 |
Letzte Seite: | 501 |
DDC-Klassifikation: | Technik, Medizin, angewandte Wissenschaften / Ingenieurwissenschaften / Ingenieurwissenschaften und zugeordnete Tätigkeiten |
Technik, Medizin, angewandte Wissenschaften / Ingenieurwissenschaften / Ingenieurbau | |
Freie Schlagwörter: | Numerical modelling; Soil-pile interaction |
Veranstaltung: | Conference |
Veranstaltungsort: | Barcelona, Spain |
Beginndatum der Veranstaltung: | 05.09.2017 |
Enddatum der Veranstaltung: | 07.09.2017 |
ISBN: | 978-84-946909-6-9 |
Verfügbarkeit des Dokuments: | Datei im Netzwerk der BAM verfügbar ("Closed Access") |
Datum der Freischaltung: | 20.11.2017 |
Referierte Publikation: | Ja |
Datum der Eintragung als referierte Publikation: | 02.01.2018 |