[[1] Berthet J.F., Ferrier E., Hamelin P., Compressive behavior of concrete externally confined by composite jackets, Part A: experimental study. Construction and Building Materials, 2005.10.1016/j.conbuildmat.2004.05.012]Search in Google Scholar
[[2] Chikh N., Gahmous M., Benzaid R., Structural Performance of High Strength Concrete Columns Confined with CFRP Sheets, Proceedings of the World Congress on Engineering, 2012.]Search in Google Scholar
[[3] Daiyu Wang, Zhenyu Wang, Scott T. Smith, Tao Yu, Seismic performance of CFRP-confined circular high-strength concrete columns with high axial compression ratio, Construction and Building Materials, 2017.10.1016/j.conbuildmat.2016.12.108]Search in Google Scholar
[[4] EN 12390-13:2013 Testing hardened concrete, Part 13: Determination of secant modulus of elasticity in compression.]Search in Google Scholar
[[5] Jiang S., Fernando D., Ho J.C.M., Heitzmann M., Behavior of FRP confined ultrahighstrength concrete columns under axial compression: An experimental study, Mechanics of Structures and Materials: Advancements and Challenges, 2017.]Search in Google Scholar
[[6] Jiang T., Teng J.G., Analysis-oriented stress-strain models for FRP-confined concrete, Engineering Structures, 2007.10.1016/j.engstruct.2007.01.010]Search in Google Scholar
[[7] Lim J.C., Ozbakkaloglu T., Confinement model for FRP-confined high-strength concrete, Journal of Composites for Construction, 2013.10.1061/(ASCE)CC.1943-5614.0000376]Search in Google Scholar
[[8] Mayer P., Kaczmar J., Właściwości i zastosowania włókien węglowych i szklanych, Tworzywa Sztuczne i Chemia, 2008.]Search in Google Scholar
[[9] Ostrowski K., Kinasz R., Cieślik J., Wałach D., Ahmida B., Nośność elementów osiowo ściskanych na przykładzie kolumn z betonu i fibrobetonu wysokowartościowego wzmocnionych włóknami węglowymi, Czasopismo Inżynierii Lądowej, Środowiska i Architektury, 2016.10.7862/rb.2016.214]Search in Google Scholar
[[10] Ostrowski K., Kinasz R., Cieślik J., Wałach D., The influence of CFRP sheets on strength of short columns produced from normal strength concrete and fibre reinforced concrete, Technical Transaction, 2–B/2016.]Search in Google Scholar
[[11] Sadowski Ł., Mathia T. G., Multi-scale metrology of concrete surface morphology: fundamentals and specificity, Construction and Building Materials, 2016.10.1016/j.conbuildmat.2016.03.099]Search in Google Scholar
[[12] Sadowski Ł., Czarnecki S., Hoła J., Evaluation of the height 3D roughness parameters of concrete substrate and the adhesion to epoxy resin, International Journal of Adhesion and Adhesives, 2016.10.1016/j.ijadhadh.2015.12.019]Search in Google Scholar
[[13] Sadrmomtazi A., Khabaznia M., Tahmouresi B., Effect of Organic and Inorganic Matrix on the Behavior of FRP-Wrapped Concrete Cylinders, Journal of Rehabilitation in Civil Engineering, 2016.]Search in Google Scholar
[[14] Xiao Y., Wu H., Compressive behavior of concrete confined by various types of FRP composite jackets, Journal of Reinforced Plastic and Composites, 2003.10.1177/0731684403035430]Search in Google Scholar
[[15] www.sika.com (access: 07.04.2017).]Search in Google Scholar
[[16] www.gorazdze.pl (access: 17.03.2017).]Search in Google Scholar