Analysis of calculation methods for bending concrete elements reinforced with FRP bars

• Autorzy: Bywalski C. , Drzazga M. , Kamiński M. , Kaźmierowski M.

Identyfikatory

DOI

10.1016/j.acme.2016.06.006

• Języki publikacji: EN

Abstrakty

EN

The article analyzes calculation methods for determining the flexural resistance of concrete elements reinforced with FRP bars. Differences in the basic assumptions of the particular methods are highlighted. The algorithms for determining the flexural resistance of the elements, included in the recommendations developed by different centres and institutions, are comparatively analyzed. The effectiveness of the cross section is evaluated on the basis of the moment resistance calculated using the particular algorithms. An analysis and synthesis of the existing research on bending concrete elements reinforced with GFRP bars are carried out. Experimental flexural resistance results are compared with the ones yielded by the discussed algorithms.

Słowa kluczowe

EN

FRP reinforcement; bending; moment resistance; testing of concrete structures

PL

konstrukcja betonowa; beton zbrojony; kompozyty

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2016
• Tom: Vol. 16, no. 4
• Strony: 901--912
• Opis fizyczny: Bibliogr. 30 poz., tab., wykr.

Twórcy

autor

Bywalski C.

• Wrocław University of Technology, Wrocław, Poland

autor

Drzazga M.

• Wrocław University of Technology, Wrocław, Poland

autor

Kamiński M.

• Expertus BRB, Trzebnica, Poland

autor

Kaźmierowski M.

• Wrocław University of Technology, Wrocław, Poland

Bibliografia

• [1] ACI 440.1R-01. Guide for the Design and Construction of Concrete Reinforced with FRP Bars.
• [2] ACI 440.1R-03. Guide for the Design and Construction of Concrete Reinforced with FRP Bars.
• [3] ACI 440.1R-06. Guide for the Design and Construction of Concrete Reinforced with FRP Bars.
• [4] ACI-318. Building Code Requirements for Structural Concrete and Commentary.
• [5] T.H. Almusallam, Analytical prediction of flexure behavior of concrete beams reinforced by FRP bars, Journal of Composites Materials (1997).
• [6] S.H. Al-Sayed, Y.A. Al-Salloum, T.H. Almusallam, Performance of Fibre reinforced plastic bars as a reinforcing material for concrete structures, Composites Part B: Engineering (2000).
• [7] A.F. Ashour, Flexural and shear capacities of concrete beams reinforced with GFRP bars, Construction and Building Materials (2006).
• [8] C. Barris, Ll. Torres, A. Turon, M. Baena, A. Catalan, An experimental study of the flexural behavior of GFRP RC beams and comparison with prediction models, Composites Structures (2009).
• [9] B. Benmokrane, O. Challal, R. Masmoudi, Flexural response of concrete beams reinforced with FRP reinforcing bars, ACI Structural Journal (January) (1996).
• [10] CAN/CSA, Canadian Highway Bridge Design Code, 2006.
• [11] CAN/CSA, Canadian Highway Bridge Design Code. Addendum, 2006.
• [12] I. Chitsazan, M. Kobraei, M.Z. Jumaat, P. Shafigh, An experimental study on the flexure behavior of FRP RC beams and a comparison of the ultimate moment capacity with ACI, Journal of Civil Engineering and Construction Technology (December) (2010).
• [13] J.L. Clarke, D.P. O'Regen, C. Thirugnanenedran, EUROCRETE Project, Modification of Design Rules to Incorporate Non-ferrous Reinforcement, EUROCRETE Project, London, 1996.
• [14] CNR-DT 203/2006. Guide for the Design and Construction of Concrete Structures Reinforced with Fiber-Reinforced Polymer Bars.
• [15] CSA-806-02, Design and Construction of Building Components with Fibre Reinforced Polymers, 2002.
• [16] N. Duranović, K. Pilakoutas, P. Waldron, Tests on concrete beams reinforced with glass fibre reinforced plastic bars, in: Proceedings of the Third International Symposium, October, 1997.
• [17] A. El-Nemr, E.A. Ahmed, B. Benmokrane, Flexural behavior and serviceability of normal- and high-strength concrete beams reinforced with glass fiber-reinforced polymer bars, ACI Structural Journal (November–December) (2013).
• [18] EN 1992-1-1, Eurocode 2. Design of Concrete Structures – Part 1: General Rules and Rules for Buildings, 2004.
• [19] W.K. Feeser, V.L. Brown, Guide examples for design of concrete reinforced with FRP bars, in: 7th International Symposium on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures, Farmington Hills, 2007.
• [20] Fib Task Group 9.3, FRP (Fibre Reinforced Polymer) reinforcement for concrete structures. FRP reinforcement in RC structures, Technical Report, Bulletin 40, 2007.
• [21] R. Fico, Limit States Design of Concrete Structures Reinforced with FRP Bars, PhD dissertation, University of Naples Federico II, Naples, 2007.
• [22] ISIS, Reinforcing Concrete Structures with Fibre Reinforced Polymers, Design Manual, 2001.
• [23] ISIS, Reinforcing Concrete Structures with Fibre Reinforced Polymers. Design Manual No. 3, 2007.
• [24] JSCE, Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials, 1997.
• [25] JSCE, Standard Specifications for Concrete Structures – 2007, Design, 2007.
• [26] S. Shin, D. Seo, B. Han, Performance of Concrete Beams Reinforced with GFRP Bars, Department of Architectural Engineering, 2009.
• [27] M. Szumigała, D. Pawłowski, The Use of Composite Rebars in Building Structures, Przegląd Budowlany 3, 2014.
• [28] M. Theriault, B. Benmokrane, Effects of FRP reinforcement ratio and concrete strength on flexural behavior of concrete beams, Journal of Composites for Construction (1998).
• [29] H. Toutanji, Y. Deng, Deflection and Crack-Width Prediction of Concrete Beams Reinforced with Glass FRP Rods, Elsevier Science Ltd, 2003.
• [30] W. Zhao, K. Pilakoutas, P. Waldron, FRP reinforced concrete: calculations for deflections. Non-metallic (FRP) reinforcement for concrete structures, in: Proceedings of the third International Symposium, October, 1997.

Uwagi

PL

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę