dc.contributor.author | Aliguer Piferrer, Ignasi |
dc.contributor.author | Rafels Ybern, Carles |
dc.contributor.author | Jaqués Adell, Irene |
dc.contributor.author | Carol, Ignacio |
dc.contributor.author | Prat Catalán, Pere |
dc.contributor.author | Lakashmikhanta, Ramasesha |
dc.contributor.author | Segura Segarra, José María |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
dc.date.accessioned | 2016-12-13T14:05:42Z |
dc.date.issued | 2013 |
dc.identifier.citation | Aliguer, I., Rafels, C., Jaques, I., Carol, I., Prat, P., Lakshmikantha, R.M., Segura, J. Methods for FEM stress initialization based on stress functions, and application to a reservoir cross-section. A: U.S. Rock Mechanics/Geomechanics Symposium. "50th U.S. Rock Mechanics/Geomechanics Symposium: 26-29 June 2016, Houston, Texas". Houston, TX: OnePetro, 2013, p. 1-7. |
dc.identifier.uri | http://hdl.handle.net/2117/98158 |
dc.description.abstract | An accurate description of the in-situ stress field in a rock mass is crucial in different areas of geo-engineering such as: underground excavations, hydrocarbon extraction, CO2 storage, hydraulic fracture etc. In this paper, a novel methodology to numerically generate the in-situ stress state within the Finite Elements framework is presented. It involves two steps: 1) an estimate of the stress components is given for integration point of the discretization, and 2) global equilibrium is verified and re-balancing nodal forces are applied if needed. While the second step is a closed procedure based only on statics, the estimate of the in-situ stress field can be done in different ways in order to incorporate all the information available of the rock mass. In this paper, more traditional approaches are discussed and a new procedure based on the Airy stress function is described, in order to generate a stress state proposal at each Gauss point of the domain. Finally, the performance of different approaches is illustrated with a reservoir example. |
dc.format.extent | 7 p. |
dc.language.iso | eng |
dc.publisher | OnePetro |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de roques |
dc.subject.lcsh | Rock mechanics--Mathematical models |
dc.title | Methods for FEM stress initialization based on stress functions, and application to a reservoir cross-section |
dc.type | Conference report |
dc.subject.lemac | Mecànica de roques -- Models matemàtics |
dc.contributor.group | Universitat Politècnica de Catalunya. MECMAT - Mecànica de Materials |
dc.relation.publisherversion | https://www.onepetro.org/conference-paper/ARMA-2016-446?sort=&start=0&q=ARMA-2016-446&from_year=&peer_reviewed=&published_between=&fromSearchResults=true&to_year=&rows=10# |
dc.rights.access | Restricted access - publisher's policy |
local.identifier.drac | 19311615 |
dc.description.version | Postprint (published version) |
dc.date.lift | 10000-01-01 |
local.citation.author | Aliguer, I.; Rafels, C.; Jaques, I.; Carol, I.; Prat, P.; Lakshmikantha, R.M.; Segura, J. |
local.citation.contributor | U.S. Rock Mechanics/Geomechanics Symposium |
local.citation.pubplace | Houston, TX |
local.citation.publicationName | 50th U.S. Rock Mechanics/Geomechanics Symposium: 26-29 June 2016, Houston, Texas |
local.citation.startingPage | 1 |
local.citation.endingPage | 7 |