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An orthotropic damage model for the analysis of masonry structures
dc.contributor.author | Pelà, Luca |
dc.contributor.author | Cervera Ruiz, Miguel |
dc.contributor.author | Roca Fabregat, Pedro |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria |
dc.date.accessioned | 2013-03-05T17:20:17Z |
dc.date.created | 2013 |
dc.date.issued | 2013 |
dc.identifier.citation | Pela, L.; Cervera, M.; Roca, P. An orthotropic damage model for the analysis of masonry structures. "Construction and building materials", 2013, vol. 41, p. 957-967. |
dc.identifier.issn | 0950-0618 |
dc.identifier.uri | http://hdl.handle.net/2117/18076 |
dc.description.abstract | This paper presents a numerical model for nonlinear analysis of masonry structural elements based on Continuum Damage Mechanics. The material is described at the macro-level, i.e. it is modeled as a homogeneous orthotropic continuum. The orthotropic behavior is simulated by means of an original methodology, resulting from the concept of mapped tensors from the anisotropic field to an auxiliary workspace. The application of this idea to strain-based Continuum Damage Models is innovative and leads to several computational benefits. The suitability of the model for representing the behavior of different types of brickwork masonry is shown via the simulation of experimental tests. |
dc.format.extent | 11 p. |
dc.language.iso | eng |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures |
dc.subject.lcsh | Continuum damage mechanics |
dc.subject.lcsh | Masonry--Deterioration |
dc.subject.other | Continuum damage mechanics |
dc.subject.other | Orthotropy |
dc.subject.other | Mapping |
dc.subject.other | Transformation tensor |
dc.subject.other | Masonry |
dc.subject.other | FE analysis |
dc.subject.other | Tensile cracking |
dc.title | An orthotropic damage model for the analysis of masonry structures |
dc.type | Article |
dc.subject.lemac | Mecànica de medis continus |
dc.subject.lemac | Estructures de murs -- Patologia |
dc.contributor.group | Universitat Politècnica de Catalunya. TE - Tecnologia d'Estructures |
dc.contributor.group | Universitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus |
dc.identifier.doi | 10.1016/j.conbuildmat.2012.07.014 |
dc.relation.publisherversion | http://dx.doi.org/10.1016/j.conbuildmat.2012.07.014 |
dc.rights.access | Restricted access - publisher's policy |
local.identifier.drac | 11625321 |
dc.description.version | Postprint (published version) |
dc.relation.projectid | info:eu-repo/grantAgreement/EC/FP7/244123/EU/NEW INTEGRATED KNOWLEDGE BASED APPROACHES TO THE PROTECTION OF CULTURAL HERITAGE FROM EARTHQUAKE-INDUCED RISK/NIKER |
dc.date.lift | 10000-01-01 |
local.citation.author | Pela, L.; Cervera, M.; Roca, P. |
local.citation.publicationName | Construction and building materials |
local.citation.volume | 41 |
local.citation.startingPage | 957 |
local.citation.endingPage | 967 |
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