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Chapter 5 Discrete Element Modeling

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dc.contributor.author Lemos, J. V. pt_BR
dc.contributor.author Bagi, K. pt_BR
dc.contributor.editor Katalin Bagi pt_BR
dc.contributor.editor Maurizio Angelillo pt_BR
dc.date.accessioned 2024-01-11T15:03:25Z pt_BR
dc.date.accessioned 2024-03-05T15:32:25Z
dc.date.available 2024-01-11T15:03:25Z pt_BR
dc.date.available 2024-03-05T15:32:25Z
dc.date.issued 2023-09 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1017083
dc.description.abstract This chapter consists of two parts. First a general overview is given: the exact definition of the Discrete Element Method is provided, and the main types of existing models are introduced; then the theoretical fundaments of the most important approaches available today for masonry analysis are given. The second part of the chapter focuses on 3DEC, the most widespread commercial DEM code for masonry analysis. This second part begins with a theoretical overview. Application issues for masonry structures are then considered (block material behaviour, contact representation, structural elements like cables or bars etc.). Among the practical examples arches, barrel vaults, walls, coloumns and complete structures (like houses) are presented, including the issues of quasi-static versus dynamic analysis and of block fracture as well. The readers can find helpful advice on how to simulate their own problems most effectively. pt_BR
dc.language.iso eng pt_BR
dc.publisher Springer pt_BR
dc.rights restrictedAccess pt_BR
dc.subject Masonry models pt_BR
dc.title Chapter 5 Discrete Element Modeling pt_BR
dc.type workingPaper pt_BR
dc.identifier.localedicao Cham pt_BR
dc.description.sector DBB/NMMR pt_BR
dc.description.magazine Discrete Computational Mechanics of Masonry Structures pt_BR
dc.contributor.peer-reviewed SIM pt_BR
dc.contributor.academicresearchers NAO pt_BR
dc.contributor.arquivo NAO pt_BR


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