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DC Field | Value | Language |
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dc.contributor.author | Oliver, J. | pt_BR |
dc.contributor.author | Dias, I. M. | pt_BR |
dc.contributor.author | Huespe, A.E. | pt_BR |
dc.date.accessioned | 2022-03-31T14:56:50Z | pt_BR |
dc.date.accessioned | 2022-04-08T09:14:17Z | - |
dc.date.available | 2022-03-31T14:56:50Z | pt_BR |
dc.date.available | 2022-04-08T09:14:17Z | - |
dc.date.issued | 2010-03 | pt_BR |
dc.identifier.uri | https://repositorio.lnec.pt/jspui/handle/123456789/1014779 | - |
dc.description.abstract | The presented work explores a combination of strain localization methods and strong discontinuity ap-proaches to remove the flaws (stress-locking and mesh bias dependence) of the classical strain localization methods, and reduce the sophistication of the strong-discontinuity based methods. The concept of strong discontinuity is initially substituted by that of weak discontinuity capturing the displacement jump through its distribution (smearing) in a finite length: the oriented with of a finite element through which the fracture passes in a rather diffuse manner. In other words, the classical strain localization concept is brought to the approach, no strong discontinuity enrichment is made and standard constitutive models are used in a classi-cal strain localization setting. The standard mesh refinement recovers the strong discontinuity concept by taking the element width to zero. However, in order to remove the spurious mesh orientation dependence, in a second stage specific localization modes are injected, via mixed finite elements formulations, to the path of elements that are going to capture the cracks. These modes, as well as their injection time, are character-ized from the information provided by the SDA. Then, the obtained approach enjoys the benefits of the strong discontinuities one, at a complexity similar to the classical, and simpler, localization methods. | pt_BR |
dc.language.iso | eng | pt_BR |
dc.publisher | CRC Press/Balkema | pt_BR |
dc.rights | restrictedAccess | pt_BR |
dc.subject | Strong discontinuities | pt_BR |
dc.subject | mixed finite element formulations | pt_BR |
dc.subject | localized strain injection | pt_BR |
dc.subject | fracture modeling | pt_BR |
dc.title | Strong discontinuities, mixed finite element formulations and localized strain injection, in fracture modeling of quasi-brittle materials | pt_BR |
dc.type | workingPaper | pt_BR |
dc.description.pages | 381-389 | pt_BR |
dc.identifier.local | Rohrmoos/Schladming, Austria | pt_BR |
dc.description.sector | CD/CD | pt_BR |
dc.description.magazine | Computational modelling of concrete Structures | pt_BR |
dc.identifier.conftitle | EURO-C 2010 Computational modelling of concrete Structures | pt_BR |
dc.contributor.peer-reviewed | SIM | pt_BR |
dc.contributor.academicresearchers | SIM | pt_BR |
dc.contributor.arquivo | NAO | pt_BR |
Appears in Collections: | DBB/NMMR - Comunicações a congressos e artigos de revista |
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