Impact resistance of concrete pavement surface reinforced with fibre mesh

References

• ACI Committee 544, 1988. Measurement of properties of fiber reinforced concrete. ACI Materials Journal, 85 (6), 583–593.
   Web of Science ®Google Scholar
• Akkaya, Y., Ouyang, C., and Shah, S.P, 2007. Effect of supplementary cementitious materials on shrinkage and crack development in concrete. Cement and Concrete Composites, 29 (2), 117–123. doi: 10.1016/j.cemconcomp.2006.10.003
   Web of Science ®Google Scholar
• Blikharskyy, Z., et al., 2017. Shear strength of reinforced concrete beams strengthened by PBO fiber mesh under loading. MATEC Web of Conferences, 116, 02006. https://doi.org/10.1051/matecconf/201711602006.
   Google Scholar
• Borg, R.P., Baldacchino, O., and Ferrara, L, 2016. Early age performance and mechanical characteristics of recycled PET fibre reinforced concrete. Construction and Building Materials, 108, 29–47. doi: 10.1016/j.conbuildmat.2016.01.029
   Web of Science ®Google Scholar
• Chavhan, G.R., and Wankhade, L.N, 2020. Improvement of the mechanical properties of hybrid composites prepared by fibers, fiber-metals, and nano-filler particles–A review. Materials Today: Proceedings, 27, 72–82.
   Google Scholar
• Dang, Y.D., et al., 2013. Curing cement concrete by using shrinkage reducing admixture and curing compound. Construction and Building Materials, 48, 992–997. doi: 10.1016/j.conbuildmat.2013.07.092
   Web of Science ®Google Scholar
• Facconi, L., and Minelli, F, 2020. Retrofitting RC infills by a glass fiber mesh reinforced overlay and steel dowels: experimental and numerical study. Construction and Building Materials, 231, 117133. doi: 10.1016/j.conbuildmat.2019.117133
   Web of Science ®Google Scholar
• Facconi, L., Minelli, F., and Giuriani, E, 2018. Response of infilled rc frames retrofitted with a cementitious fiber-mesh reinforced coating in moderate seismicity areas. Construction and Building Materials, 160, 574–587. doi: 10.1016/j.conbuildmat.2017.11.033
   Web of Science ®Google Scholar
• Fakharifar, M., et al., 2014. Mechanical properties of high performance fiber reinforced cementitious composites. Construction and Building Materials, 71, 510–520. doi: 10.1016/j.conbuildmat.2014.08.068
   Web of Science ®Google Scholar
• Guo, T.X., and Weng, X.Z, 2019. Evaluation of the freeze-thaw durability of surface-treated airport pavement concrete under adverse conditions. Construction and Building Materials, 206, 519–530. doi: 10.1016/j.conbuildmat.2019.02.085
   Web of Science ®Google Scholar
• Guo, T.X., et al., 2020. Evaluation of the bonding and fatigue properties of an innovative rapid repair structure for concrete pavement. Construction and Building Materials, 235, 117484. doi: 10.1016/j.conbuildmat.2019.117484
   Web of Science ®Google Scholar
• Hu, C., et al., 2020. Study on frost resistance and abrasion resistance of fiber mesh reinforced concrete. E3S Web of Conferences (ICGEC 2020), 206, 02020. https://doi.org/10.1051/e3sconf/202020602020.
   Google Scholar
• Hu, C., et al., 2021. Experimental study on fatigue strength of airport concrete pavement slab. Construction and Building Materials, 270, 121493. doi: 10.1016/j.conbuildmat.2020.121493
   Web of Science ®Google Scholar
• Huang, H., et al., 2020. Experimental study on the mechanical properties and the microstructure of hybrid-fiber-reinforced concrete under an early stage. Structural Concrete, 21 (3), 1106–1122. doi: 10.1002/suco.201900262
   Web of Science ®Google Scholar
• Kandekar, S.B., and Talikoti, R.S, 2019. Torsional behaviour of reinforced concrete beam wrapped with aramid fiber. Journal of King Saud University-Engineering Sciences, 31 (4), 340–344. doi: 10.1016/j.jksues.2018.02.001
   Google Scholar
• Khan, I., et al., 2019. Risk of early age cracking in geopolymer concrete due to restrained shrinkage. Construction and Building Materials, 229, 1116840. doi: 10.1016/j.conbuildmat.2019.116840
   Web of Science ®Google Scholar
• Kromoser, B., Preinstorfer, P., and Kollegger, J, 2019. Building lightweight structures with carbon-fiber-reinforced polymer-reinforced ultra-high-performance concrete: research approach, construction materials, and conceptual design of three building components. Structural Concrete, 20 (2), 730–744. doi: 10.1002/suco.201700225
   Web of Science ®Google Scholar
• Li, S., et al., 2012. Study on critical load position and cracking in asphalt layer of continuously reinforced concrete composite asphalt pavement. Applied Mechanics and Materials, 164, 26–29. doi: 10.4028/www.scientific.net/AMM.164.26
   Google Scholar
• Li, J., et al., 2017. Experimental and numerical study on steel wire mesh reinforced concrete slab under contact explosion. Materials and Design, 116, 77–91. doi: 10.1016/j.matdes.2016.11.098
   Web of Science ®Google Scholar
• Mahakavi, P., and Chithra, R, 2019. Impact resistance, microstructures and digital image processing on self-compacting concrete with hooked end and crimped steel fiber. Construction and Building Materials, 220, 651–666. doi: 10.1016/j.conbuildmat.2019.06.001
   Web of Science ®Google Scholar
• Masukawa, J., Akiyama, H., and Saito, H, 1997. Retrofit of existing reinforced concrete piers by using carbon fiber sheet and aramid fiber sheet. Proceeding of the Third International Symposium on Non-Metallic FRP for Concrete Structure, Japan, Sapporo, 3, 411–418.
   Google Scholar
• MTPRC (Ministry of Transport of the People’s Republic of China), 2020. Testing methods of cment and concrete for highway engineering: JTG 3420-2020. Beijing: Standards Press of China.
   Google Scholar
• Murali, G., et al., 2021. Low-velocity impact response of novel prepacked expanded clay aggregate fibrous concrete produced with carbon nano tube, glass fiber mesh and steel fiber. Construction and Building Materials, 284, 122749. doi: 10.1016/j.conbuildmat.2021.122749
   Web of Science ®Google Scholar
• Murtiadi, S., et al., 2013. Sandwich concrete panel reinforced with sisal fiber mesh for application in wall construction system. 1st International Conference on Infrastructure Development, UMS Surakarta. doi:10.13140/2.1.1867.7440.
   Google Scholar
• Naraganti, S.R., Pannem, R.M.R., and Putta, J, 2019. Impact resistance of hybrid fibre reinforced concrete containing sisal fibres. Ain Shams Engineering Journal, 10 (2), 297–305. doi: 10.1016/j.asej.2018.12.004
   Web of Science ®Google Scholar
• Nguyen, M.L., et al., 2013. Review of glass fibre grid use for pavement reinforcement and APT experiments at IFSTTAR. Road Materials and Pavement Design, 14 (Supplement 1), 287–308. doi: 10.1080/14680629.2013.774763
   Web of Science ®Google Scholar
• Qu, B., et al., 2017. Analysis on the deflection and load transfer capacity of a prefabricated airport prestressed concrete pavement. Construction and Building Materials, 157, 449–458. doi: 10.1016/j.conbuildmat.2017.09.124
   Web of Science ®Google Scholar
• Ramadoss, P, 2014. Performance and modeling of high-performance steel fiber reinforced concrete under impact loads. Computers and Concrete, 13 (2), 255–270. doi: 10.12989/cac.2014.13.2.255
   Web of Science ®Google Scholar
• Rambo, D.A.S., et al., 2015. Effect of elevated temperatures on the mechanical behavior of basalt textile reinforced refractory concrete. Materials and Design, 65, 24–33. doi: 10.1016/j.matdes.2014.08.060
   Web of Science ®Google Scholar
• SAMR (State Administration for Market Regulation), 2018. Synthetic fibers for cement concrete and mortar: GB/T 21120-2018. Beijing: Standards Press of China.
   Google Scholar
• Santis, S.D., et al., 2017. Test methods for textile reinforced mortar systems. Composites Part B: Engineering, 127, 121–132. doi: 10.1016/j.compositesb.2017.03.016
   Web of Science ®Google Scholar
• Shen, H.R., She, Y.X., and Gao, P.W, 2012. The influence of polypropylene fiber on the performance of concrete pavement. Applied Mechanics and Materials, 178, 1099–1103. doi: 10.4028/www.scientific.net/AMM.178-181.1099
   Google Scholar
• Shen, D.J., et al., 2019a. Early-age behavior and cracking resistance of high-strength concrete reinforced with Dramix 3D steel fiber. Construction and Building Materials, 196, 307–316. doi: 10.1016/j.conbuildmat.2018.10.125
   Web of Science ®Google Scholar
• Shen, D.J., et al., 2019b. Influence of ground granulated blast furnace slag on the early-age anti-cracking property of internally cured concrete. Construction and Building Materials, 223, 233–243. doi: 10.1016/j.conbuildmat.2019.06.149
   Web of Science ®Google Scholar
• Shen, D.J., et al., 2020. Effect of pre-wetted lightweight aggregates on residual stress development and stress relaxation in restrained concrete ring specimens. Construction and Building Materials, 258, 119151. doi: 10.1016/j.conbuildmat.2020.119151
   Web of Science ®Google Scholar
• Shi, S., et al., 2019. Behavior of polyurea-woven glass fiber mesh composite reinforced RC slabs under contact explosion. International Journal of Impact Engineering, 132, 103335. doi: 10.1016/j.ijimpeng.2019.103335
   Web of Science ®Google Scholar
• Song, P.S., et al., 2005. Assessment of statistical variations in impact resistance of high-strength concrete and high-strength steel fiber-reinforced concrete. Cement and Concrete Study, 35 (2), 393–399. doi: 10.1016/j.cemconres.2004.07.021
   Web of Science ®Google Scholar
• Suwanpanjasil, S., Matsumoto, K., and Niwa, J, 2015. A new alternative shear improvement of concrete beams by internally reinforcing PBO fiber mesh. Journal of JSCE, 3, 67–80. doi: 10.2208/journalofjsce.3.1_67
   Google Scholar
• Tang, B., Maruyama, T., and Takahashi, O, 1998. Deflection criteria for concrete pavement structural design and evaluation. Doboku Gakkai Ronbunshu, 39 (592), 197–204. doi: 10.2208/jscej.1998.592_197
   Google Scholar
• Wu, E.J., Xing, J.L., and Zhu, Z.Q, 2011. Experimental investigation on shear property of rc beams with aramid fiber mesh stirrups. Advanced Materials Research, 255–260, 20–24. doi: 10.4028/www.scientific.net/AMR.255-260.20
   Google Scholar
• Wu, J., Liang, J., and Adnikari, S, 2014. Dynamic response of concrete pavement structure with asphalt isolating layer under moving loads. Journal of Traffic and Transportation Engineering (English Edition), 1 (6), 439–447. doi: 10.1016/S2095-7564(15)30294-4
   Google Scholar
• Wu, B., et al., 2019. Study on the mechanical properties and strengthening mechanism of interface-modified carbon fiber mesh reinforced cement-based composites with SCA & HMC. Molecules, 24, 3889. doi: 10.3390/molecules24213889
   PubMed Web of Science ®Google Scholar
• Yin, S., et al., 2015. Post-cracking performance of recycled polypropylene fibre in concrete. Construction and Building Materials, 101, 1069–1077. doi: 10.1016/j.conbuildmat.2015.10.056
   Web of Science ®Google Scholar
• Yoo, D.Y., et al., 2013. Early age setting, shrinkage and tensile characteristics of ultra-high performance fiber reinforced concrete. Construction and Building Materials, 41, 427–438. doi: 10.1016/j.conbuildmat.2012.12.015
   Web of Science ®Google Scholar
• Yoo, D.Y., et al., 2014. Shrinkage and cracking of restrained ultra-high-performance fiber-reinforced concrete slabs at early age. Construction and Building Materials, 73, 357–365. doi: 10.1016/j.conbuildmat.2014.09.097
   Web of Science ®Google Scholar
• Zhang, J., et al., 2018a. Frost resistance of concrete reinforced using surface-strengthening materials in airport pavements. Journal of Materials in Civil Engineering Materials, 30 (3), 04018006. doi: 10.1061/(ASCE)MT.1943-5533.0002184
   Web of Science ®Google Scholar
• Zhang, J., et al., 2018b. Anti-slip and wear resistance performance of three novel coatings as surface course of airstrip. International Journal of Pavement Engineering, 19 (4), 370–378. doi: 10.1080/10298436.2016.1240564
   Web of Science ®Google Scholar
• Zhang, J., et al., 2020. Application and Study status of concrete canvas and its application prospect in emergency engineering. Journal of Engineered Fibers and Fabrics, 15, 1–11.
   Web of Science ®Google Scholar
• Zhu, M.J., Weng, X.Z., and Zhang, J, 2019. Three-dimensional FEM loading stress analysis on a new airport concrete pavement ultra-thin whitetopping overlay structure. Structural Concrete, 20, 628–637. doi: 10.1002/suco.201700253
   Web of Science ®Google Scholar