dc.contributor.author | Aliguer Piferrer, Ignasi |
dc.contributor.author | Carol, Ignacio |
dc.contributor.author | Prat Catalán, Pere |
dc.contributor.author | Rafels Ybern, Carles |
dc.contributor.author | Lakashmikhanta, Ramasesha |
dc.contributor.author | Segura Serra, Josep Maria |
dc.date.accessioned | 2015-12-11T18:02:31Z |
dc.date.available | 2015-12-11T18:02:31Z |
dc.date.issued | 2015 |
dc.identifier.citation | Aliguer Piferrer, Ignasi [et al.]. Numerical stress initialization in geomechanics via the FEM and a two-step procedure. A: COMPLAS XIII. "COMPLAS XIII : proceedings of the XIII International Conference on Computational Plasticity : fundamentals and applications". CIMNE ed. Barcelona: CIMNE, 2015, p. 667-676. |
dc.identifier.isbn | 978-84-944244-6-5 |
dc.identifier.uri | http://hdl.handle.net/2117/80441 |
dc.description.abstract | The knowledge of the in-situ stress field in rock masses is crucial in different areas of geo-engineering, such as mining or civil underground excavations, hydrocarbon extraction, CO2 storage, hydraulic fracture operations, etc. A method for the numerical generation of the in-situ stress state is described in this paper, which involves two steps: 1) an estimate of the stress state at each Gauss point is generated, and 2) global equilibrium is verified and re-balancing nodal forces are applied as needed. While the re-equilibration step is a closed procedure based only on statics, the first estimate of the stress state can be done in a variety of ways to incorporate all the information available. In this paper, the various options available are discussed and compared, and a new alternative procedure is presented which is based on the Airy stress function. The performance of the various procedures is illustrated with a real application example. |
dc.format.extent | 10 p. |
dc.language.iso | eng |
dc.publisher | CIMNE |
dc.subject | Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de roques |
dc.subject.lcsh | Finite element method |
dc.subject.lcsh | Rock mechanics--Mathematical models |
dc.title | Numerical stress initialization in geomechanics via the FEM and a two-step procedure |
dc.type | Conference lecture |
dc.subject.lemac | Elements finits, Mètode dels |
dc.subject.lemac | Geomecànica |
dc.rights.access | Open Access |
local.identifier.drac | 17301208 |
local.citation.contributor | COMPLAS XIII |
local.citation.pubplace | Barcelona |
local.citation.publicationName | COMPLAS XIII : proceedings of the XIII International Conference on Computational Plasticity : fundamentals and applications |
local.citation.startingPage | 667 |
local.citation.endingPage | 676 |
local.citation.edition | CIMNE |