Alternatives for Enhancing Mechanical Properties of Recycled Rubber Seismic Isolators

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.

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Publication Details

Journal
Polymers
Published
2024-08-09
DOI
https://doi.org/10.3390/polym16162258
Citations
5
Primary Topic
Seismic Performance and Analysis
Type
article
Field-Weighted Citation Impact
1.30

Funders

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article

Alternatives for Enhancing Mechanical Properties of Recycled Rubber Seismic Isolators

Manuel Salmerón, Shirley J. Dyke, Ingrid E. Madera-Sierra, Edwin Patino et al.
5 citations
Polymers
Seismic Performance and Analysis
1.30
article

Alternatives for Enhancing Mechanical Properties of Recycled Rubber Seismic Isolators

Manuel Salmerón, Shirley J. Dyke, Ingrid E. Madera-Sierra, Edwin Patino, Manuel Alejandro Rojas Manzano, Faider Sebastian Rivas-Ordoñez, Alex Oswaldo Meza-Muñoz
article en
5 citations

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.

PolymersVol. 16(16)
Purdue University West Lafayette (US), Pontificia Universidad Javeriana (CO), Universidad del Valle (CO)
Ministério da Ciência, Tecnologia e Inovação
Industry, innovation and infrastructure
Openalex Percentile: Top 22%
Seismic Performance and Analysis
1.30
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