Flexural Behavior of Reinforced Granite Members with Titanium Bars
Publication: Journal of Performance of Constructed Facilities
Volume 35, Issue 5
Abstract
Renovation and maintenance of heritage buildings to establish the cultural credibility of a country is an essential national task. To protect and maintain these structures, study of rehabilitation and strengthening methods for historical unreinforced masonry buildings has been a topic of experimental research. In Korea, significant historical structures made of granite stone require strengthening due to external destructive effects and internal degradation. Exposure to the elements has had an impact on granite stone resistance, resulting in separation and fracturing. To enhance structural behavior, pinning renovation techniques are essential. In this study, reinforcement by use of titanium bars was proposed as an effective method to improve the flexural strength of interconnected granite stones, which were applied in the restoration of Mireuksaji stone pagoda. Twenty specimens reinforced with titanium bars and epoxy resin were prepared, and a wide range of experiments were performed to determine strength performance of the structure based on various parameters. To provide a preliminary design guideline for reinforced epoxy-jointed granite segments, based on the current common practice in the design of concrete structures, failure of the specimens was classified as brittle or ductile. The results showed that adequate reinforcement following the proposed method can significantly enhance strength and ductility of the member.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The work presented in this paper was sponsored by National Research Foundation of Korea (NRF) grants (Grant No. 2015R1A5A1037548). The views expressed are those of authors, and do not necessarily represent those of the sponsor.
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© 2021 American Society of Civil Engineers.
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Received: Aug 16, 2020
Accepted: Mar 25, 2021
Published online: Jul 2, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 2, 2021
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