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dc.creatorRezende, Rivania Cristina
dc.creatorGreco, Marcelo
dc.creatorLalo, Debora Francisco
dc.date2020-12-25
dc.identifierhttps://revistadelaconstruccion.uc.cl/index.php/RDLC/article/view/rdlc.19.3.301
dc.identifier10.7764/rdlc.19.3.301-310
dc.descriptionElastomeric bearing pads are responsible for transferring loads at the junction between beams and columns of bridges and viaducts, providing restrict freedom of movement in the superstructure. The elastomeric material of the bearing pad is a synthetic rubber reinforced with carbon black particles and subjected to a process of vulcanization, also represented by hyperelastic material models based on strain energy density functions. The objective of the present paper is to use the finite element analysis software Abaqus® to select the most appropriate hyperelastic model, as well as its constants, applying them in a bearing pad installed in an existing viaduct, evaluating its behavior and displacements resulting from the application of usual loads. The proposed methodology presents results coherent with technical specifications limits for available bearing pads products.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherEscuela de Construcción Civil de la Pontificia Universidad Católica de Chileen-US
dc.relationhttps://revistadelaconstruccion.uc.cl/index.php/RDLC/article/view/rdlc.19.3.301/21493
dc.rightsCopyright (c) 2020 Rivania Cristina Rezende, Marcelo Greco, Debora Francisco Laloen-US
dc.sourceRevista de la Construcción. Journal of Construction; Vol. 19 No. 3 (2020): Revista de la Construcción. Journal of Construction; 301-310en-US
dc.source0718-915X
dc.subjectelastomeric bearing paden-US
dc.subjectbridgesen-US
dc.subjectdeformationen-US
dc.subjecthyperelastic modelen-US
dc.subjectfinite elements analysisen-US
dc.titleNumerical analysis of an elastomeric bearing pad by hyperelastic modelsen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeresarchearticleen-US


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