Modeling the Multiaxial Behavior of High Damping Rubber Bearings (HDRBs)

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dc.catalogadorgrr
dc.contributor.authorGallardo Briones, José Alberto
dc.contributor.authorChen, Michelle C.
dc.contributor.authorRestrepo, José I.
dc.contributor.authorLlera Martin, Juan Carlos de la
dc.date.accessioned2025-07-24T19:45:09Z
dc.date.available2025-07-24T19:45:09Z
dc.date.issued2025
dc.description.abstractThe dynamic behavior of seismically isolated structures is governed by the force-deformation response of the isolation devices.Consequently, significant efforts have been made to accurately simulate the behavior of different types of devices. High dampingrubber bearings (HDRBs) are among the most widely manufactured and used isolators in practice. Given the internal structureof these devices and the characteristic behavior of the rubber compound, HDRBs show highly nonlinear behavior with strongcoupling between deformation directions, which is challenging to simulate numerically. Capturing these complex multiaxialinteractions is essential for reliably predicting device behavior and ensuring the dynamic stability of the isolation system duringseismic events, therefore, a holistic multiaxial modeling approach is critical. This study presents a robust and sufficiently accuratenumerical model for simulating the multiaxial behavior of HDRBs under large deformations. This elaborate model includes:bidirectional shear response that accounts for stiffness degradation with load-direction dependency, including scragging (long-term degradation) and Mullins effect (short-term degradation), and temporary hardening; coupling between axial and shearresponse, including axial stiffness softening due to lateral displacement and shear stiffness variability due to axial load variation;axial instability due to large compressive loads; and cavitation under tensile forces. The proposed model is validated usinga wide range of load patterns applied to an HDRB, as well as experimental results from the literature. The proposed modeldemonstrates good agreement with experimental data, accurately simulating HDRB responses across diverse validation tests, including double bidirectional shear tests in rotated directions, cyclic shear response under different axial loads, tensile loads,bidirectional deformation history with an elliptical orbit, extremely large deformations (beyond the design limits), and dynamicanalyses. The results show that the model provides reliable predictions of the static and dynamic behavior of HDRBs underdifferent load patterns, including deformations until the onset of failure. The proposed model has been implemented in OpenSeesand is openly available at the supplementary repository https://github.com/JAGallardo1992/HDRB_model
dc.format.extent22 páginas
dc.fuente.origenORCID
dc.identifier.doi10.1002/eqe.70023
dc.identifier.eissn1096-9845
dc.identifier.issn0098-8847
dc.identifier.urihttps://doi.org/10.1002/eqe.70023
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/105020
dc.information.autorucEscuela de Ingeniería; Gallardo Briones, José Alberto; 0000-0002-1097-8016; 1059231
dc.information.autorucEscuela de Ingeniería; Llera Martin, Juan Carlos de la; 0000-0002-9064-0938; 53086
dc.issue.numero54
dc.language.isoen
dc.nota.accesocontenido parcial
dc.pagina.final3223
dc.pagina.inicio3202
dc.revistaEarthquake Engineering & Structural Dynamics
dc.rightsacceso restringido
dc.subject.ddc620
dc.subject.deweyIngenieríaes_ES
dc.titleModeling the Multiaxial Behavior of High Damping Rubber Bearings (HDRBs)
dc.typeartículo
sipa.codpersvinculados1059231
sipa.codpersvinculados53086
sipa.trazabilidadORCID;2025-07-21
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