Abstract

Thick rubber bearings (TRBs) have been proven to be effective in mitigating horizontal shaking induced by earthquakes as well as railway-induced vertical vibration. During earthquake excitations, TRBs might be subjected to tension, which should be carefully assessed during design. This paper presents experimental and numerical studies on the behavior of TRBs under tensile loading. Four full-scale thick natural rubber bearing (TNRB) and lead thick rubber bearing (LTRB) specimens were designed and tested under tension, with and without lateral offset. The test results showed that increasing the applied lateral offset decreased the tensile stress and stiffness of the TNRBs, while the LTRBs did not exhibit any reduction. In addition, the test results were compared with design specifications in current codes for conventional rubber bearings. Finally, finite element (FE) models of TRBs were built and validated against the results of uniaxial and offset tensile experiments, and the cavitation of rubber was modeled via a two-phase model. To further estimate the damage due to previous tensile loading, damage variables under cyclic tensile loading were also taken into account. The experimental and numerical results showed that the lead core only slightly increased the initial tensile stiffness of the bearing under uniaxial testing, while it had a significant influence on the tensile properties of the LTRBs under offset displacement.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors gratefully acknowledge the financial support from National Science Fund for Distinguished Young Scholars of China (Grant No. 52025083) and National Natural Science Foundation of China (Grant No. 51878502). The authors also thank the China Scholarship Council for the financial support received during a visiting study at ETH Zürich (No. 202106260155).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 7July 2024

History

Received: May 16, 2023
Accepted: Feb 7, 2024
Published online: Apr 30, 2024
Published in print: Jul 1, 2024
Discussion open until: Sep 30, 2024

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Zengde Zhang, S.M.ASCE
Ph.D. Student, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.
Michalis F. Vassiliou, M.ASCE https://orcid.org/0000-0002-4590-2126
Assistant Professor, Institute of Structural Engineering IBK, Swiss Federal Institute of Technology ETH Zürich, Zurich CH-8093, Switzerland. ORCID: https://orcid.org/0000-0002-4590-2126
Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). ORCID: https://orcid.org/0000-0001-9553-5419. Email: [email protected]
Sergio I. Reyes, S.M.ASCE https://orcid.org/0000-0002-0450-6880
Ph.D. Student, Institute of Structural Engineering IBK, Swiss Federal Institute of Technology ETH Zürich, Zürich CH-8093, Switzerland. ORCID: https://orcid.org/0000-0002-0450-6880
Dimitrios Konstantinidis, M.ASCE https://orcid.org/0000-0001-5924-8682
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720. ORCID: https://orcid.org/0000-0001-5924-8682

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