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3D numerical model of a confined fracture tests in concrete
dc.contributor.author | Montenegro, Oscar Ivan |
dc.contributor.author | Sfer, Domingo |
dc.contributor.author | López Garello, Carlos María |
dc.contributor.author | Carol, Ignacio |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica |
dc.date.accessioned | 2015-01-19T14:34:39Z |
dc.date.available | 2015-01-19T14:34:39Z |
dc.date.created | 2013 |
dc.date.issued | 2013 |
dc.identifier.citation | Montenegro, O.I [et al.]. 3D numerical model of a confined fracture tests in concrete. A: International Conference on Computational Plasticity Fundamentals and Applications. "Computational Plasticity XII: Fundamentals and Applications. Proceedings of the XII International Conference on Computational Plasticity – Fundamentals and Applications Barcelona, Spain3 - 5 September 2013". Barcelona: 2013, p. 470-478. |
dc.identifier.isbn | 978-849415315-0 |
dc.identifier.uri | http://hdl.handle.net/2117/25914 |
dc.description.abstract | The paper deals with the numerical simulation of a confined fracture test in concrete. The test is part of the experimental work carried out at ETSECCPB-UPC in order to elucidate the existence of a second mode of fracture under shear and high compression, and evaluate the associated fracture energy. The specimen is a short cylinder with also cylindrical coaxial notches similar the one proposed by Luong (1990), which is introduced in a large-capacity triaxial cell, protected with membranes and subject to different levels of confining pressure prior to vertical loading. In the experiments, the main crack follows the pre-established cylindrical notch path, which is in itself a significant achievement. The load-displacement curves for various confining pressures also seem to follow the expected trend according to the underlying conceptual model. The FE model developed includes zero-thickness interface elements with fracture-based constitutive laws, which are pre-inserted along the cylindrical ligament and the potential radial crack plane. The results reproduce reasonably well the overall force-displacement curves of the test for various confinement levels, and make it possible to identify the fracture parameters including the fracture energies in modes I and IIa. |
dc.format.extent | 9 p. |
dc.language.iso | eng |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
dc.subject.lcsh | Concrete--Fracture--Mathematical models |
dc.subject.other | Fracture energy |
dc.subject.other | Fracture test |
dc.subject.other | Zero-thickness interface elements |
dc.title | 3D numerical model of a confined fracture tests in concrete |
dc.type | Conference report |
dc.subject.lemac | Formigó -- Fractures |
dc.contributor.group | Universitat Politècnica de Catalunya. MECMAT - Mecànica de Materials |
dc.identifier.dl | B-19898-2013 |
dc.relation.publisherversion | http://congress.cimne.com/complas2013/proceedings/full/p641.pdf |
dc.rights.access | Open Access |
local.identifier.drac | 13000178 |
dc.description.version | Postprint (published version) |
local.citation.author | Montenegro, O.I; Sfer, D.; Lopez, C.; Carol, I. |
local.citation.contributor | International Conference on Computational Plasticity Fundamentals and Applications |
local.citation.pubplace | Barcelona |
local.citation.publicationName | Computational Plasticity XII: Fundamentals and Applications. Proceedings of the XII International Conference on Computational Plasticity – Fundamentals and Applications Barcelona, Spain3 - 5 September 2013 |
local.citation.startingPage | 470 |
local.citation.endingPage | 478 |