Alternatives for Enhancing Mechanical Properties of Recycled Rubber Seismic Isolators

Author:

Rivas-Ordonez Faider S.1ORCID,Meza-Munoz Alex O.1,Madera-Sierra Ingrid E.2,Rojas-Manzano Manuel A.1ORCID,Patino Edwin D.3,Salmerón-Becerra Manuel I.3ORCID,Dyke Shirley J.34ORCID

Affiliation:

1. Departamento de Ingeniería Civil e Industrial, Pontificia Universidad Javeriana Cali, Calle 18 #118-200, Santiago de Cali 760026, Colombia

2. Facultad de Artes Integradas, Escuela de Arquitectura, Departamento de Tecnología de la Construcción, Universidad del Valle, Calle 13, #100-00, Santiago de Cali 760042, Colombia

3. Lyles School of Civil Engineering, Purdue University, 585 Purdue Mall, West Lafayette, IN 47907-2088, USA

4. School of Mechanical Engineering, Purdue University, 585 Purdue Mall, West Lafayette, IN 47907-2088, USA

Abstract

Base isolators, traditionally made from natural rubber reinforced with steel sheets (SERIs), mitigate energy during seismic events, but their use in developing countries has been limited due to high cost and weight. To make them more accessible, lighter, cost-effective reinforcement fibers have been utilized. Additionally, the increasing use of natural rubber has caused waste storage and disposal issues, contributing to environmental pollution and disease spread. Exploring recycled rubber matrices as alternatives, this study improves seismic isolators’ mechanical properties through modified reinforcements and layer adhesion. Eight reinforcement materials and eight adhesives, which may be activated with or without heat application, are systematically evaluated. Employing the chosen reinforcements and adhesives, prototypes are tested mechanically to examine their vertical and horizontal performance through cyclic compression and cyclic shear testing. Two innovative devices using recycled rubber matrices were developed, one using a layering technique and another through a monolithic approach shaped with heat and pressure. Both integrate a fiberglass mesh reinforced with epoxy resin; one employs a heat-activated hybrid adhesive, while the other uses a cold bonding adhesive. These prototypes exhibit potential in advancing seismic isolation technology for low-rise buildings in developing countries, highlighting the viability of recycled materials in critical structural applications.

Funder

Ministry of Science, Technology and Innovation of Colombia

Publisher

MDPI AG

Reference31 articles.

1. Naeim, F., and Kelly, J.M. (1999). Design of Seismic Isolated Structures from Theory to Practice, John Wiley & Sons, Inc.

2. Kelly, J.M., Calabrese, A., and Serino, G. (2012, January 24–28). Design criteria for Fiber Reinforced Rubber Bearings. Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal.

3. Seismic performance of a Low-Cost base isolation system for unreinforced brick Masonry buildings in developing countries;Losanno;Soil Dyn. Earthq. Eng.,2021

4. Matrix and reinforcement materials for low-cost building isolators: An overview of results from experimental tests and numerical simulations;Madera;J. Appl. Res. Technol.,2019

5. UCGS (2023, March 20). Worldwide Earthquakes, Available online: https://www.usgs.gov/programs/earthquake-hazards/lists-maps-and-statistics.

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