Numerical Study on CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls

Date

2014-04-01

Author

Akin, Emre
Ozcebe, Guney
Canbay, Erdem
Binici, Barış

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This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

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In the last decade, a new strengthening methodology has been developed for reinforced concrete (RC) frames with hollow clay tile (HCT) infill walls by means of diagonally applied carbon fiber-reinforced polymer (CFRP) fabrics. In the experimental part of a study conducted by the authors, this user-friendly methodology was experimentally investigated considering different aspect (height/width) ratios of the infill walls. In this study, first a numerical model of the FRP strengthened infill walls strengthened with the proposed methodology is developed. Afterwards, the numerical simulation results are validated by use of experimental response curves and finally, a parametric study, which further investigates the effect of aspect ratio of HCT infill walls is presented.

Subject Keywords

Mechanical Engineering, Mechanics of Materials, Civil and Structural Engineering, Ceramics and Composites, Building and Construction

URI

https://hdl.handle.net/11511/36101

Journal

JOURNAL OF COMPOSITES FOR CONSTRUCTION

DOI

https://doi.org/10.1061/(asce)cc.1943-5614.0000426

Collections

Department of Civil Engineering, Article

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Citation Formats

E. Akin, G. Ozcebe, E. Canbay, and B. Binici, “Numerical Study on CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls,” JOURNAL OF COMPOSITES FOR CONSTRUCTION, pp. 0–0, 2014, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/36101.