Skip to content
Research Article Peer ReviewedAt least two reviewers Open Access

Reinforcement Of Historical Arch Structures with CFRP Fabric Using Finite Element Method

1Architecture Department, Erciyes University
2Civil Engineering Department, Kayseri University
✉ Corresponding author: Şükran Sueda Müezzinoğlu · suemzn@gmail.com
PDF BibTeX RIS

Abstract

Stone arches have been among the important structures in architecture and engineering throughout history. However, they can be damaged over time due to environmental impacts, conditions of use and natural disasters. Therefore, modern strengthening methods are needed to increase their durability. Carbon Fiber Reinforced Polymer (CFRP) fabric offers an effective solution for strengthening stone arches due to its high strength, light weight and corrosion resistance. In this study, CFRP applications were performed on a stone arch model with a length of 478 cm, a width of 40 cm and a span of 420 cm. Four different models without CFRP, 15 cm single strip, 10 cm double strip and 5 cm triple strip CFRP were created in the analysis using ANSYS program. Roman mortar was used between the stones and 0.1 mm epoxy was used as CFRP adhesive. Within the Finite Element Model (FEM), the application steps of 0.2 mm thick CFRP fabrics are described in detail. The results show a significant increase in the durability of stone arches reinforced with CFRP and that there are key points to be considered in the application.

Keywords

Cite this article

Müezzinoğlu, Ş. S., & Çelik, A. İ. (2025). Reinforcement Of Historical Arch Structures with CFRP Fabric Using Finite Element Method. In 7th International Symposium on Innovation in Architecture, Planning and Design (pp. 364–367). SET Technology. https://doi.org/10.36287/setsci.23.118.001

Article History

Published
17 Jul 2025

License

© 2025 SET Technology. This article is distributed under the terms of the CC BY 4.0.

Research Contributions (2019+)Peer reviewed by at least two reviewers
Open AccessCC BY 4.0
Open Discovery Metadata · DOI · OAI-PMH
Global Reachresearchers worldwide