The Influence of CFRP Sheets on the Strength of Specimens Produced using Normal Concrete and High-Performance Concrete Assessed using Uniaxial Compression Tests

[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.2004.05.012Search 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.2016.12.108Search 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.2007.01.010Search 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.1943-5614.0000376Search 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.2016.214Search 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.2016.03.099Search 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.2015.12.019Search 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, 2003.10.1177/0731684403035430Search 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