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A numerical model for non-linear shear behavior of high damping rubber bearings
Indexado
WoS WOS:001008438900001
Scopus SCOPUS_ID:85159218712
DOI 10.1016/J.ENGSTRUCT.2023.116234
Año 2023
Tipo artículo de investigación

Citas Totales

Autores Afiliación Chile

Instituciones Chile

% Participación
Internacional

Autores
Afiliación Extranjera

Instituciones
Extranjeras


Abstract



The dynamic behavior of isolated structures is strongly controlled by the force–deformation constitutive behavior of the isolators. Among the different types of existing isolation devices, High Damping Rubber Bearings (HDRBs) are commonly used in practice, which behavior is highly non-linear and difficult to model analytically. Consequently, this article proposes a simple, but sufficiently accurate, mathematical model for simulating the non-linear shear behavior of HDRBs under large deformations, and an estimation procedure for its parameter values using the geometrical features and mechanical characteristics of the device. First, we briefly describe the phenomena observed in the experimental test data, as well as other phenomena not observed within the range of experimental deformations. Then, the mathematical formulation is presented, which is based on the consideration of two components connected in parallel, a hyperelastic spring and a dissipative component. The governing equation for the former is derived from the expanded formulation of the Mooney–Rivlin model for isotropic hyperelastic materials, and the latter from a Bouc-Wen model with hardening. A novel model is included to account for stiffness degradation, including scragging and Mullins effects, which is developed from experimental data of 924 tested devices. The proposed model fits well the experimental test results of HDRBs with different geometric features and material properties. Based on the evolution laws for the different variables, the model can be successfully used in structural dynamic analysis. To facilitate model calibration, a statistical estimation procedure is proposed to reduce the 17 force–deformation constitutive model parameters of the isolator to 9 unknown parameters, which are computed from the geometric features of the device and mechanical characteristics of the rubber material. This makes the calibration of the force–deformation constitutive model parameters feasible. The estimation procedure successfully predicts the behavior of an average device within a batch of HDRBs, showing good agreement with two different experimental datasets.

Revista



Revista ISSN
Engineering Structures 0141-0296

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Disciplinas de Investigación



WOS
Engineering, Civil
Scopus
Civil And Structural Engineering
SciELO
Sin Disciplinas

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Publicaciones WoS (Ediciones: ISSHP, ISTP, AHCI, SSCI, SCI), Scopus, SciELO Chile.

Colaboración Institucional



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Autores - Afiliación



Ord. Autor Género Institución - País
1 Gallardo, José A. Hombre Pontificia Universidad Católica de Chile - Chile
Centro de Investigación para la Gestión Integrada del Riesgo de Desastres (CIGIDEN) - Chile
2 de la Llera Martin, Juan Carlos Hombre Pontificia Universidad Católica de Chile - Chile
Centro de Investigación para la Gestión Integrada del Riesgo de Desastres (CIGIDEN) - Chile
3 Restrepo, José I. Hombre Department of Structural Engineering - Estados Unidos
Univ Calif San Diego - Estados Unidos
4 Chen, Michelle C. Mujer Department of Structural Engineering - Estados Unidos
Univ Calif San Diego - Estados Unidos

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Financiamiento



Fuente
CIGIDEN
Fondo Nacional de Desarrollo Científico y Tecnológico
Research Center for Integrated Disaster Risk Management (CIGIDEN)
Research Center for Integrated Disaster Risk Management
ANID
FONDECYT project, Multiscale earthquake risk mitigation of health-care networks using seismic isolation

Muestra la fuente de financiamiento declarada en la publicación.

Agradecimientos



Agradecimiento
This research has been sponsored by ANID, under the projects: ANID/doctorate scholarship/ 21201370; Research Center for Integrated Disaster Risk Management (CIGIDEN), ANID/ FONDAP/ 1522A0005; and FONDECYT project, Multiscale earthquake risk mitigation of healthcare networks using seismic isolation, ANID/ FONDECYT/ 1220292.
This research has been sponsored by ANID, under the projects: ANID/doctorate scholarship/21201370; Research Center for Integrated Disaster Risk Management (CIGIDEN) , ANID/FONDAP/1522A0005; and FONDECYT project, Multiscale earthquake risk mitigation of health-care networks using seismic isolation, ANID/FONDECYT/1220292.

Muestra la fuente de financiamiento declarada en la publicación.