Design of flexural strengthening based on fib Bulletin 90

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DOI:

https://doi.org/10.24425/ace.2024.149864

Abstract

This paper presents the analysis of intermediate and end debonding failure in slab strengthened using carbon tapes (Carbon Fiber Reinforced Polymer). The calculations are based on the more accurate method in the latest fib Bulletin 90. Consideration of additional effects based on three conditions: basic bond, bond friction and member curvature in the intermediate crack debonding analysis give the ratios ΔFf Ed / ΔFf Rd from 0.01 to 0.11, depending on the cross-section. For comparison in the simplified analysis of the ratio, MEd / MRd is equal 0.76. It is clearly visible the methods requiring more computational effort give lower values of element effort and allows the design to be more economical. As the strengthening fulfills the ultimate limit state, it does not meet the serviceability limit state.

References

[1] FIB Bulletin 90 – Externally applied FRP reinforcement for concrete structures. FIB, 2019.

[2] R. Niedermeier, “Gemischte Bewehrung bei klebearmierten Bauteilen”, in Münchner Massivbau-Seminar 1997.

[3] U. Neubauer, Verbundtragverhalten geklebter Lamellen aus Kohlenstofffaserverbundwerkstoff zur Verstärkung von Betonbauteilen. Institute of Building Materials, Concrete Construction & Fire Protection, Braunschweig TU, 2000, doi: 10.24355/dbbs.084-201304241329-0.

[4] R. Niedermeier and K. Zilch, "Zugkraftdeckung bei klebearmierten Bauteilen", Beton- und Stahlbetonbau, vol. 96, no. 12, 2001, doi: 10.1002/best.200101000.

[5] K. Zilch, R. Niedermeier, and W. Finckh, DAfStb-Heft 592: Praxisgerechte Bemessungsansätze für das wirtschaftliche Verstärken von Betonbauteilen mit geklebter Bewehrung – Verbundtragfähigkeit unter statischer Belastung. Berlin, 2012.

[6] K. Zilch, R. Niedermeier, and W. Finckh, Strengthening of concrete structures with adhesive bonded reinforcement: design and dimensioning of CFRP laminates and steel plates. Berlin: Ernst & Sohn, 2014.

[7] PN-EN 1992-1-1:2008 Eurokod 2: Projektowanie konstrukcji z betonu – Część 1-1: Reguły ogólne i reguły dla budynków. PKN, 2008.

[8] PN-EN 1990:2004 Eurokod: Podstawy projektowania konstrukcji. PKN, 2004.

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Published

2024-06-30

How to Cite

Kotynia, Renata, and Monika Kaszubska. “Design of Flexural Strengthening Based on Fib Bulletin 90”. Archives of Civil Engineering, vol. 70, no. 2, June 2024, pp. 291-08, doi:10.24425/ace.2024.149864.

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