Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1003047
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dc.contributor.authorLemos, J. V.pt_BR
dc.date.accessioned2012-01-13T17:16:07Zpt_BR
dc.date.accessioned2014-10-09T14:06:43Zpt_BR
dc.date.accessioned2017-04-13T11:11:24Z-
dc.date.available2012-01-13T17:16:07Zpt_BR
dc.date.available2014-10-09T14:06:43Zpt_BR
dc.date.available2017-04-13T11:11:24Z-
dc.date.issued2011-12pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1003047-
dc.description.abstractABSTRACT: The Distinct Element Method was proposed by Cundall in 1971 as a numerical technique to study rock mechanics problems, based on the representation of a rock mass as a system of blocks or particles. In recent years, the concepts underlying such ‘discontinuum’ ap-proaches were adopted in numerous other fields, and a multitude of formulations and codes were developed by many researchers. In this paper, the characteristic features of the codes UDEC/3DEC and PFC, ultimately descending from Cundall’s original ideas, are analyzed with reference to various recent applications, within the global context of discrete element modeling. Modeling needs and trends of development in this field are finally discussed.pt_BR
dc.language.isoengpt_BR
dc.publishericaddpt_BR
dc.rightsopenAccesspt_BR
dc.subjectNumerical modellingpt_BR
dc.titleRecent developments and future trends in distinct element methods – UDEC/3DEC and PFC codespt_BR
dc.typeconferenceObjectpt_BR
dc.description.figures11pt_BR
dc.description.tables0pt_BR
dc.description.pages12pt_BR
dc.identifier.seminarioicadd-10pt_BR
dc.identifier.localhonolulupt_BR
dc.description.sectordbb/nmmfpt_BR
dc.description.year2011pt_BR
dc.description.data6-8 dezembropt_BR
Appears in Collections:DBB/NMMR - Comunicações a congressos e artigos de revista

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