PSI - Issue 42
Martina Drdlová et al. / Procedia Structural Integrity 42 (2022) 1382–1390 Drdlova et al/ Structural Integrity Procedia 00 (2022) 000 – 000
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Drdlová, M., Buchar, J., Krátký, J., 2015. Blast resistance characteristics of concrete with different types of fibre reinforcement, Structural Concrete. Drdlová, M., Holešinský, R., Řídký, R., 2014. The effect of the type of reinforcement on the mechanical parameters of concrete and on its explosion resistance, Advanced Materials Research. Drdlová, M. et al., 2020. Research Report No. 33/2020 Filipe R.G.de SáFlavio de A.SilvaDaniel C.T.Cardoso, 2020. Tensile and flexural performance of concrete members reinforced with polypropylene fibers and GFRP bars, Composite Structures, Volume 253, 1 December 2020, 112784. Grujicic, M., Pandurangan, B., Bell, W.C., et al., 2011. Molecular-level simulations of shock generation and propagation in polyurea, Mater. Sci. Eng., A, 528 (10), pp. 3799-3808. Jacek, S., Matusiak, A., 2022. Crushing strength of concrete rings with a polyurea reinforce system, Journal of Building Engineering, Volume 46, 103763 Jun, W., Zichao, L., Jun,Y., Shilin, X., 2020. Experimental and numerical investigation of normal reinforced concrete panel strengthened with polyurea under near-field explosion, Tunnelling and Underground Space Technology, Volume 101, 103407. Kalaimathi, R., Prakash, T., Balaji, S. A review paper on mechanical properties of flexural and impact test on textile reinforced engineered cementitious composites. Luo, X., Sun, W., Chan, S.Y.N., 2001. Steel fiber reinforced high-performance concrete: a study on the mechanical properties and resistance against impact, Mater Struct, 34 (237), pp. 144-149. Popovic, M. Buchar, J., Drdlova, M., 2018. High strain rate behaviour of fiber reinforced concrete, 12th International Conference on the Mechanical and Physical Behaviour of Materials under Dynamic Loading (DYMAT), 183. Raman, S.N., Ngo, T., Mendis, P., et al., 2012. Elastomeric polymers for retrofitting of reinforced concrete structures against the explosive effects of blast, Ann. Mater. Sci. Eng., pp. 1687-8434.
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