Efficiency analysis of strengthening of RC structures with prestressed CFRP composites

Kotynia R., Kamińska M.E. Odkształcalność i sposób zniszczenia żelbetowych belek wzmocnionych na zginanie materiałami CFRP; Badania doświadczalne elementów i konstrukcji betonowych, Zeszyt 13, Wyd. Katedry Budownictwa Betonowego Politechniki Łódzkiej, Łódź 2003.
  Google Scholar

Łagoda M. Wzmacnianie konstrukcji mostowych kompozytami wstępnie sprężonymi. Konferencja Naukowo-Techniczna Konstrukcje Sprężone, Kraków, marzec 2012.
  Google Scholar

Kałuża M., Ajdukiewicz A. Przegląd metod zewnętrznego sprężania żelbetowych elementów materiałami kompozytowymi w aspekcie efektywności czynnego wzmocnienia. Konferencja Naukowo-Techniczna Konstrukcje Sprężone, Kraków, marzec 2012.
  Google Scholar

Siwowski T., Żółtowski P., Adamek-Misiołek A. The application of prestressed CFRP strip for bridge strengthening. Materiały konferencyjne CECOM 2012, Kraków, listopad 2012.
  Google Scholar

You Y.C., Choi K.S., Kim J.H. An experimental investigation on flexural behavior of RC beams strengthened with prestressed CFRP strip using a durable anchorage system. Composites: Part B 43 (2012) 3026-3036.
DOI: https://doi.org/10.1016/j.compositesb.2012.05.030   Google Scholar

Wight R., Green M., Erki M-A. Prestressed FRP sheets for poststrengthening reinforced concrete beams. Journal of Composites for Construction, Vol. 5 Issue 4 (2001) 214-220.
  Google Scholar

Kim Y., Wight R., Green M. Flexural strengthening of RC beams with prestressed sheets: using nonmetallic anchor system. J. of Composites for Construction, Vol. 12 Issue 1 (2008) 44-52.
  Google Scholar

Kotynia R., Walendziak R., Stoecklin I., Meier U., RC Slabs Strengthened with Prestressed and Gradually Anchored CFRP Strips under Monotonic and Cycling Loading, J. of Composites for Constructions (2011), Nr 4-5, 168-180.
DOI: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000081   Google Scholar

Pellegrino C., Modena C. Flexural strengthening of real-scale RC and PRC beams with end-anchored pretensioned FRP laminates. ACI Structural Journal 106. 3 (2009) 319-328.
  Google Scholar

Yu P., Silva P., Nanni A. Flexural strength of reinforced concrete beams strengthened with prestressed carbon fiber-reinforced polimer sheets – part II. ACI SJ, 105. 1 (2008) 11-20.
  Google Scholar

Kotynia R., Lasek K., Staśkiewicz M., Flexural behaviour of preloaded RC beams strengthened with prestressed CFRP laminates, J. of Composites for Constructions (2013), w recenzji.
DOI: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000421   Google Scholar

Mukherjee A., Rai G. Performance of reinforced concrete beams externally prestressed with fiber composites. Construction and Building Materials. Vol. 23 Issue 2 (2009) 822-828.
  Google Scholar

Garden H., Hollaway L., An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates. Composites: Part B 29B (1998) 411-424.
DOI: https://doi.org/10.1016/S1359-8368(97)00043-7   Google Scholar

Kałuża M., Ajdukiewicz A., Comparison of behaviour of concrete beams with passive and active strengthening by means of CFRP strips. Architecture Civil Eng. Environment 2 (2008) 51-64.
  Google Scholar

Quantrill R., Hollaway L., The flexural rehabilitation of reinforced concrete beams by the use of prestressed advanced composite plates. Composites Science and Technology 58 (1998) 1259-1275.
  Google Scholar