Details
| Translated title of the contribution | Coupling of discrete and finite elements for the simulation of three-dimensional particulate flow |
|---|---|
| Original language | German |
| Pages (from-to) | 231-235 |
| Number of pages | 5 |
| Journal | Bauingenieur |
| Volume | 88 |
| Issue number | May |
| Publication status | Published - May 2013 |
Abstract
Many civil engineering materials occur in granular or particulate from. These materials include sand, gravel, silt or similar geo materials. Special applications are foundations under water that have to be designed in constructions like offshore building or harbours where an interaction between the construction and the foundations occurs with the water. One of the problems when estimating the load carrying capacity of a foundation is the formation of scour that results from the local flow at the construction. Mechanisms describing this transport phenomenon can be modelled by a direct simulation that is based on a discrete model of a particulate flow. The necessary model equations will be provided in this work. Furthermore the resulting numerical scheme is applied to the formation of scour around a pylon.
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
Cite this
- Standard
- Harvard
- Apa
- Vancouver
- BibTeX
- RIS
In: Bauingenieur, Vol. 88, No. May, 05.2013, p. 231-235.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Kopplung diskreter und finiter Elemente zur Simulation von dreidimensionalen Partikelströmungen
AU - Wriggers, P.
AU - Avci, Bircan
PY - 2013/5
Y1 - 2013/5
N2 - Many civil engineering materials occur in granular or particulate from. These materials include sand, gravel, silt or similar geo materials. Special applications are foundations under water that have to be designed in constructions like offshore building or harbours where an interaction between the construction and the foundations occurs with the water. One of the problems when estimating the load carrying capacity of a foundation is the formation of scour that results from the local flow at the construction. Mechanisms describing this transport phenomenon can be modelled by a direct simulation that is based on a discrete model of a particulate flow. The necessary model equations will be provided in this work. Furthermore the resulting numerical scheme is applied to the formation of scour around a pylon.
AB - Many civil engineering materials occur in granular or particulate from. These materials include sand, gravel, silt or similar geo materials. Special applications are foundations under water that have to be designed in constructions like offshore building or harbours where an interaction between the construction and the foundations occurs with the water. One of the problems when estimating the load carrying capacity of a foundation is the formation of scour that results from the local flow at the construction. Mechanisms describing this transport phenomenon can be modelled by a direct simulation that is based on a discrete model of a particulate flow. The necessary model equations will be provided in this work. Furthermore the resulting numerical scheme is applied to the formation of scour around a pylon.
UR - http://www.scopus.com/inward/record.url?scp=85028468634&partnerID=8YFLogxK
M3 - Artikel
AN - SCOPUS:85028468634
VL - 88
SP - 231
EP - 235
JO - Bauingenieur
JF - Bauingenieur
SN - 0005-6650
IS - May
ER -