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Experimental and theoretical analysis of deflections of concrete beams reinforced with basalt rebar

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper presents a comparative analysis of experimental and theoretical deflections of simply supported beams reinforced with BFRP rebar (Basalt Fiber Reinforced Polymers). The tested BFRC model beams have been made of concrete class C30/37 and reinforced with flexural basalt bars of 8 mm in diameter with the characteristic identified in strength tests in tension. During the investigation of model beams there were registered beam deflection, concrete strains and width cracks, as well as critical forces. It has been shown that much lesser cross-sectional stiffness of basalt BFRP bars produces higher deflections and crack widths compared to the beams reinforced with steel bars of the same cross-section. The results of theoretical analysis of BFRC beam deflections on the basis of the known formulas showed some significant discrepancies compared to experimentally obtained deflections, especially for lower level of loading forces. The results clearly show that basalt rebar having full resistance against corrosion may be good alternative for the reinforcement of concrete structures, like RC bridge girders subjected to environmental attack.
Rocznik
Strony
223--230
Opis fizyczny
Bibliogr. 20 poz., rys., tab., wykr.
Twórcy
autor
  • Chair of Building Structures, Faculty of Civil & Environment Engineering, Bialystok University of Technology, Wiejska St. 45e, Bialystok PL-15 351, Poland
autor
  • Institute of Building Engineering, Faculty of Civil Engineering, Warsaw University of Technology, Armii Ludowej St. 16, Warsaw PL-00 637, Poland
Bibliografia
  • [1] ACI 440.1R-06, Guide for the Design and Construction of Concrete Reinforced with FRP Bars, ACI Committee 440, American Concrete Institute, USA, 2006.
  • [2] W. Zhishen, W. Xin, W. Gang, Advancement of structural safety and sustainability with basalt fiber reinforced polymers, in: CICE2012, Rome, 13–15 June, 2012, 29 pp.
  • [3] M. Urbanski, A. Lapko, A. Garbacz, Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C structures, Procedia Engineering 57 (May) (2013) 1183–1191.
  • [4] D.E. Branson, Deformation of Concrete Structures, McGraw- Hill, New York, 1997.
  • [5] fib Bulletin 40/2007, FRP Reinforcement in RC Structures, Technical report, International Federation for Structural Concrete (fib), 2007.
  • [6] A. Lapko, M. Urbanski, Problemy badania betonowych elementów zginanych zbrojonych prętami bazaltowymi, (The problems of testing of concrete beams reinforced with basalt flexural bars), Materiały Budowlane 2013 (3) (2013), ISSN 0137-2971 (in Polish).
  • [7] C. Bank Lawrence, Progressive failure of FRP composites for construction, in: CICE2012, Rome, 13–15 June, 2012, 10 pp.
  • [8] Fib Model Code,Final Draft, International Federation for Structural Concrete (fib), 2010–2011, 653 pp.
  • [9] G. Kaklauskas, V. Gribniak, R. Jakubovskis, E. Gudonis, D. Says, R. Kupliauskas, Serviceability analysis of flexural reinforced concrete members, Journal of Civil Engineering and Management 18 (1) (2012) 24–29., http://dx.doi.org/10.3846/ 13923730.2011. 6435343.
  • [10] V. Gribniak, G. Kaklauskas, D. Cygas, D. Bacinskas, R. Kupliauskas, A. Sokolov, Investigation of concrete cracking effect in deck slab of continuous bridges, Baltic Journal of Road and Bridge Engineering 5 (2) (2010) 83–88., http://dx.doi. org/10.3846/bjrbe.2010.12.
  • [11] P.H. Bischoff, Deflection calculation of FRP reinforced concrete beams based on modifications to the existing Branson equation, Journal of Composites for Construction 11 (1) (2007) 4–14., http://dx.doi.org/10.1061/(ASCE)1090-0268 (2007)11:1(4).
  • [12] B. Benmokrane, O. Chaallal, R. Masmoudi, Flexural response of concrete beams reinforced with FRP reinforcing bars, ACI Structural Journal 93 (May–June (1)) (1996) 46–55.
  • [13] C. Mota, S. Alminar, D. Svecova, Critical review of deflection formulas for FRP reinforced concrete, Journal of Composites for Construction (2006) 183–194. , http://dx.doi.org/10.1061/ (ASCE)1090-0268(2006)10:3(183).
  • [14] ACI 318-08, Building Code Requirements for Rein-forced Concrete. ACI Committee 318, American Concrete Institute, Detroit, MI, 2008.
  • [15] J.R. Yost, P. Gross, D.W. Dinehart, Effective moment of inertia for glass fiber reinforced polymer reinforced concrete beams, ACI Structural Journal 100 (6) (2003) 732–739.
  • [16] S.S. Faza, H.V.S. GangaRao, Pre and post cracking deflection behavior of concrete beams reinforced with fiber reinforced plastic rebar, in: Proc., Advanced Composites Materials in Bridges and Structures, Canadian Society for Civil Engineering, Sherbrook, Que., Canada, 1992, pp. 151–160.
  • [17] P.H. Bischoff, S.P. Gross, Design approach for calculating deflection of FRP reinforced concrete, Journal of Composites for Construction 15 (4) (2011) 490–499. , http://dx.doi.org/ 10.1061/(ASCE)CC.1943-5614.0000195.
  • [18] ISIS Canada, Reinforcing Concrete Structures with Fiber Reinforced Polymers. Design Manual N8 3 Version 2, Canada ISIS Canada Corporation, Manitoba, 2007.
  • [19] CEN 2004, Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings. PN EN 1992-1-1, European Committee for Standardization, Brussels, 2004.
  • [20] CSA, S806-02: Design and Construction of Building Components with Fiber-Reinforced Polymers, Canadian Standards Association, Canada, 2002.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9e3d042b-5e3a-44bb-adf4-0b4ec3f7c598
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