PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Powiadomienia systemowe
  • Sesja wygasła!
  • Sesja wygasła!
Tytuł artykułu

Badania na ścinanie belek zbrojonych podłużnie i poprzecznie prętami FRP

Identyfikatory
Warianty tytułu
EN
Shear tests of beams reinforced longitudinally and transversely with FRP bars
Języki publikacji
PL
Abstrakty
PL
W artykule przedstawiono przegląd literatury w dziedzinie badania na ścinanie belek zbrojonych podłużnie i poprzecznie prętami FRP. Przegląd badań obejmuje zestawienie parametrów różnych zmiennych: rodzaju zastosowanego zbrojenia; wysokości użytecznej elementu; szerokości belek; smukłości ścinania; wytrzymałości betonu na ściskanie; stopnia zbrojenia podłużnego i poprzecznego; modułu sprężystości prętów; kształtu strzemion; porównania z elementami zbrojonymi prętami stalowymi, a także schematu statycznego. Na podstawie przeglądu wiedzy zaproponowano program badań własnych.
EN
This article presents a review of research in the field of shear tests of beams with longitudinal and transverse FRP reinforcement. The research review includes a summary of the parameters of various variables: type of reinforcement, depth of the element, width of the beams, shear span to depth ratio, compressive strength of concrete, longitudinal and transverse reinforcement ratio, modulus of elasticity of bars, shape of stirrups, comparison with elements reinforced with steel bars, as well as the static scheme. Based on the foreign studies the own research program has been proposed.
Rocznik
Tom
Strony
32--36
Opis fizyczny
Bibliogr. 39 poz., il., tab.
Twórcy
  • Politechnika Łódzka, Wydział Budownictwa, Architektury i Inżynierii Środowiska
  • Politechnika Łódzka, Wydział Budownictwa, Architektury i Inżynierii Środowiska
Bibliografia
  • [1] Godycki-Ćwirko T. Ścinanie w żelbecie. Wydawnictwo Arkady 1968.
  • [2] Knauff M. Obliczanie konstrukcji żelbetowych według Eurokodu 2. Wydawnictwo Naukowe PWN 2017.
  • [3] Tottori S., Wakui H. Shear capacity of RC and PC beams using FRP reinforcement. Special Publication. 1933: 138: 615 - 632.
  • [4] Guadagnini M. Shear Behaviour and Design of FRP RC Beams. Dissertation PhD thesis, The University of Sheffield 2002.
  • [5] FIB Task Group 9.3 FRP reinforcement in RC structures. Bulletin No. 40, 2007.
  • [6] Clarke J.L. Alternative Materials for the Reinforcement and Prestressing of Concrete. Blackie Academic & Professional, London, England 1993.
  • [7] Nagasaka T., Fukuyama H., Tanigaki M. Shear performance of concrete beams reinforced with FRP stirrups. Special publication 1993: 138 789 - 812.
  • [8] Maruyama K., Zhao W. Flexural and Shear Behavior of Concrete Beams Reinforced by FRP Rods. International Conference on Corrosion and Corrosion Protection of Steel in Concrete, Sheffield. 1994, p. 1330 - 1339.
  • [9] Okamoto T., Nagasaka T., Tanigaki M. Shear capacity of concrete beams using FRP reinforcement. Journal of Structural and Construction Engineering. 1994: 455 27 - 136.
  • [10] Zhao W., Maruyama K., Suzuki H. Shear behavior of concrete beams reinforced by FRP rods as longitudinal and shear reinforcement. RILEM Proc. Chapman & Hall 1995.
  • [11] Nakamura H., Higai T. Evaluation of shear strength of concrete beams reinforced with FRP. Concrete Library of JSCE 1995, No. 508/V-26: 111-123.
  • [12] Vijay P.V., Kumar S.V., Ganga Rao H.V.S. Shear and ductility behavior of concrete beams reinforced with GFRP rebars. Proceedings of the 2nd International Conference on Advanced Composite Materials in Bridges and Structures, Montreal 1996.
  • [13] Zhao W., Maruyama K. Size effect in shear behavior of FRP reinforced concrete beams. Advanced composite materials in bridges and structures. 1996, p. 227 - 234.
  • [14] Duranovic N., Pilakoutas K., Waldron P. Tests on concrete beams reinforced with Glass Fibre Reinforced Plastic bars. Non-metallic (FRP) Reinforcement for Concrete Structure. Proceedings on the Third International Symposium, Vol. 2, October 1997: 479-486.
  • [15] Alsayed S.H., Al-Salloum Y.A., Almusallam T. H. Shear design for beams reinforced by GFRP bars. Non-metallic (FRP) Reinforcement for Concrete Structure. Proceedings on the Third International Symposium. 1997, Vol. 2, October, p. 285-292.
  • [16] Shehata E., Morphy R., Rizkalla S. Fibre Reinforced Polymer Shear Reinforcement for Concrete Members: Behaviour and Design Guidelines. Canadian Journal of Civil Engineering. 2000; 27: 859 - 872.
  • [17] Alkhrdaji T., Wideman M., Belarbi A., Nanni A. Shear strength of GFRP RC beams and slabs. Proceedings of the international conference, Composites in Construction 2001.
  • [18] Matta F., Nanni A., Galati N., Mosele F. Size effect on shear strength of concrete beams reinforced with FRP bars. Proc. of the 6th Int. Conference on Fracture Mechanics of Concrete and Concrete Structures. Balkema/Taylor & Francis. 2007; 2: 17 - 22.
  • [19] Imjai T. Design and analysis of curved FRP composites as shear reinforcement for concrete structures. Dissertation PhD thesis, The University of Sheffield, Dept. of Civil and Structural Engineering, 2007.
  • [20] Hegger J., Niewels J., Kurth M. Shear analysis of concrete members with Fiber Reinforced Polymers (FRP) as internal reinforcement. Sydney, Australia, 2009.
  • [21] Niewels J. Zum Tragverhalten von Betonbauteilenmit Faserverbundkunststoffbewehrung. Rheinisch-WestfälischeTechnische Hochschule Aachen, Lehrstuhl und Institut für Massivbau. PhD diss., Dissertation in Vorbereitung. 2008.
  • [22] Ascione L., Mancusi G., Spadea S. Flexural behaviour of concrete beams reinforced with GFRP bars. Strain. International Journal for Experimental Mechanics. 2010; 46: 460 - 469.
  • [23] Spadea S. Comportamento di elementi di calcestruzzo armato con barre di materiale composito fibrorinforzato. University of Salerno, Fisciano, Italy. 2010.
  • [24] Ahmed E.A., El-Salakawy E.F., Benmokrane B. Shear Performance of RC Bridge Girders Reinforced with Carbon FRP Stirrups. Journal of Bridge Engineering ASCE. 2010.
  • [25] Bentz E.C., Massam L., Collins M.P. Shear Strength of Large Concrete Members with FRP Reinforcement. Journal of Composites for Construction. 2010: 14 (6): 637 - 646.
  • [26] El-Mogy M., El-Ragaby A., El-Salakawy E. Effect of transvers reinforcement on the flexual behaviour of continuous concrete beams reinforced with FRP. Journal of Composites for Construction ASCE 2011.
  • [27] Kamińska M., Szymczak P., Olbryk P., Chołostiakow S. Badania betonowych belek zbrojonych prętami kompozytowymi. Sprawozdanie z badań. Łódź, 2012.
  • [28] Yang F. Deformation Behaviour of Beams Reinforced with Fibre Reinforced Polymer Bars under Bending and Shear. Dissertation PhD. University of Sheffield, 2015.
  • [29] Tomlinson D., Amir F. Performance of concrete beams reinforced with basalt FRP for flexure and shear. Journal of Composites for Construction. 2014; 19.2.
  • [30] Issa M.A., Ovitigala T., Ibrahim M. Shear Behavior of Basalt Fiber Reinforced Concrete Beams with and without Basalt FRP Stirrups. Journal of Composites for Construction. 2015; 20.4.
  • [31] Said M., Adam M.A., Mahmoud A.A., Shanour A.S. Experimental and analytical shear evaluation of concrete beams reinforced with glass fiber reinforced polymers bars. Construction and Building Materials. 2016; 102: 574 - 591.
  • [32] Bywalski C., Drzazga M., Kaźmierowski M., Kamiński M. Badania belek zbrojonych na ścinanie prętami GFRP. Materiały Budowlane. 2016; 9 (529): 72 - 73.
  • [33] Cholostiakow S., Di Benedetti M., Pilakoutas K., Guadagnini M. Effect of Beam Depth on Shear Behaviour of FRP RC Beams. J. of Comp. for Constr. 2018; 10.1061.
  • [34] Jumaa G.B., Yousif A.R. Size effect on the shear failure of high-strength concrete beams reinforced with basalt FRP bars and stirrups. Construction and Building Materials. 2019; 209: 77-94.
  • [35] Krall M., Polak M.A. Concrete beams with different arrangements of GFRP flexural and shear reinforcement. Engineering Structures. 2019: 198.
  • [36] Yuan Y., Wang Z. Shear behavior of large-scale concrete beams reinforced with CFRP bars and handmade strip stirrups. Composite Structures. 2019: 227.
  • [37] Fan X., Zhou Z., Tu W., Zhang M. Shear behaviour of inorganic polymer concrete beams reinforced with basalt FRP bars and stirrups. Composite Structures. 2021: 255.
  • [38] Szczech D., Kotynia R. Shear tests on GFRP reinforced concrete beams. 10th International Conference on Advanced Models and New Concepts in Concrete and Masonry Structures. MATEC Web od Conferences 2020 Vol. 323.
  • [39] Szczech D., Kotynia R. Effect of shear reinforcement ratio on the shear capacity of GFRP reinforced concrete beams. Archives of Civil Engineering. 2021, Volume 67, Issue 1.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ade5f9bc-2ab2-4a82-9202-8d7b87a06a56
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.