Wzmacnianie konstrukcji betonowych kompozytami włóknistymi FRP

• Autorzy: Rajczyk M. , Jończyk D.

Warianty tytułu

EN

Strengthening of concrete structures with FRP composites

• Języki publikacji: PL

Abstrakty

PL

W artykule dokonano przeglądu współczesnej tematyki badań dotyczących wzmacniania konstrukcji betonowych z wykorzystaniem kompozytów włóknistych. Jest to w ostatnich latach bardzo popularny temat badań naukowych, dzięki którym można osiągnąć zwiększenie nośności betonowych elementów budowlanych. W pracy zaprezentowano najnowsze osiągnięcia światowe w zakresie badań eksperymentalnych i numerycznych z wykorzystaniem materiałów FRP.

EN

The article presents an overview of contemporary research of strengthening concrete structures using fiber composites. In recent years it has been a very popular topic of research, thanks to which we can achieve an increase in capacity of concrete elements. The paper presents the latest world achievements in the field of experimental and numerical research using FRP materials.

Słowa kluczowe

PL

beton; kompozyty; FRP; MES

EN

concrete; composites; FRP; FEM

• Wydawca: Wydawnictwo Politechniki Częstochowskiej
• Czasopismo: Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo
• Rocznik: 2015
• Tom: Z. 21 (171)
• Strony: 261--266
• Opis fizyczny: Bibliogr. 23 poz., rys.

Twórcy

autor

Rajczyk M.

autor

Jończyk D.

Bibliografia

• [1] Concrete Society, Strengthening concrete structures using fibre composite materials: acceptance, inspection and monitoring, TR57, Camberley, UK 2003.
• [2] ACI, Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures, 440.2R-02, American Concrete Institute, Farmington Hills (MI) 2002.
• [3] Federation Internationale du Beton, fib Task Group 9.3. Externally bonded FRP reinforcement for RC structures. FIB, Lausanne 2001.
• [4] Hollaway L.C., A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties, Construction and Building Materials 2010, 24, 2419-2445.
• [5] German J., Podstawy mechaniki kompozytów włóknistych, Kraków 2001, wydanie internetowe.
• [6] Rajczyk M., Jończyk D., Wzmacnianie konstrukcji budowlanych kompozytami włóknistymi, [w:] Zwiększenie efektywności procesów budowlanych i materiałowych, red. nauk. J. Rajczyk, Wydawnictwo Politechniki Częstochowskiej, Częstochowa 2012, 140-153.
• [7] www.bow-ingenieure.de, [dostęp: 08.02.2016].
• [8] Peiris N.A., Steel beams strengthened with ultra high modulus CFRP laminates, Doctoral dissertations, Kentucky 2011.
• [9] Nowak T.P., Jankowski L., Jasieńko J., Application of photoelastic coating technique in tests of solid wooden beams reinforced with CFRP strips, Archives of Civil and Mechanical Engineering 2010, 10, 53-66.
• [10] Schwegler G., Seismic strengthening of unreinforced masonry buildings with carbon fibers, Publication of Federal Institute of Technology, Zurich 1995.
• [11] Ku H., Wang H., Pattarachaiyakoop N., Trada M., A review on the tensile properties of natural fiber reinforced polymer composites, Composites: Part B 2011, 42, 856-873.
• [12] Strengthening of Reinforced Concrete Structures. Using Externally-Bonded FRP Composites in Structural and Civil Engineering, eds. L.C. Holloway, M.B. Leeming, CRC Press, Boston 1999.
• [13] Eunsoo Choi, Jong-Su Jeon, Baik-Soon Cho, Kyoungsoo Park, External jacket of FRP wire for confining concrete and its advantages, Engineering Structures 2013, 56, 555-566.
• [14] Tianyu Xie, Togay Ozbakkaloglu, Behavior of recycled aggregate concrete-filled basalt and carbon FRP tubes, Construction and Building Materials 2016, 105, 132-143.
• [15] Attari N., Amziane S., Chemrouk M., Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets, Construction and Building Materials 2012, 37, 746-757.
• [16] Yazdanbakhsh A.,Bank L. C., The effect of shear strength on load capacity of FRP strengthened beams with recycled concrete aggregate, Construction and Building Materials 2016, 102, 133-140.
• [17] Zhiqiang Dong, GangWu, Bo Xu, Xin Wang, Luc Taerwe, Bond durability of BFRP bars embedded in concrete under seawater conditions and the long-term bond strength prediction, Materials and Design 2016, 92, 552-562.
• [18] Barros J.A.O., Taheri M., Salehian H., Mendes P.J.D., A design model for fibre reinforced concrete beams pre-stressed with steel and FRP bars, Composite Structures 2012, 94, 2494-2512.
• [19] Qi Cao, Jinju Tao, Zhongguo John Ma, Prestress loss in externally FRP reinforced self prestressing concrete beams, Construction and Building Materials 2015, 101, 667-674.
• [20] Xu T., He Z.J., Tang C.A., Zhu W.C., Ranjith P.G., Finite element analysis of width effect in interface debonding of FRP plate bonded to concrete, Finite Elements in Analysis and Design 2015, 93, 30-41.
• [21] Lo S.H., Kwan A.K.H., Ouyang Y., Ho J.C.M., Finite element analysis of axially loaded FRP-confined rectangular concrete columns, Engineering Structures 2015, 100, 253-263.
• [22] Xin Wang, Jianzhe Shi, Gang Wu, Long Yang, Zhishen Wu, Effectiveness of basalt FRP tendons for strengthening of RC beams through the external prestressing technique, Engineering Structures 2015, 101, 34-44.
• [23] Domenico D. De, Pisano A.A., Fuschi P., A FE-based limit analysis approach for concrete elements reinforced with FRP bars, Composite Structures 2014, 107, 594-603.

Uwagi

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