Mechanical Properties and Freeze–Thaw Durability of Basalt Fiber Reactive Powder Concrete
Source abstract
Abstract
Basalt fiber has a great advantage on the mechanical properties and durability of reactive powder concrete (RPC) because of its superior mechanical properties and chemical corrosion resistance. In this paper, basalt fiber was adopted to modified RPC, and plain reactive powder concrete (PRPC), basalt fiber reactive powder concrete (BFRPC) and steel fiber reactive powder concrete (SFRPC) were prepared. The mechanical properties and freeze–thaw durability of BFRPC with different basalt fiber contents were tested and compared with PRPC and SFRPC to investigate the effects of basalt fiber contents and fiber type on the mechanical properties and freeze–thaw durability of RPC. Besides, the mass loss rate and compressive strength loss rate of RPC under two freeze–thaw conditions (fresh-water freeze–thaw and chloride-salt freeze–thaw) were tested to evaluate the effects of freeze–thaw conditions on the freeze–thaw durability of RPC. The experiment results showed that the mechanical properties and freeze–thaw resistance of RPC increased as the basalt fiber content increase. Compared with the fresh-water freeze–thaw cycle, the damage of the chloride-salt freeze–thaw cycle on RPC was great. Based on the freeze–thaw experiment results, it was found that SFRPC was sensitive to the corrosion of chloride salts and compared with the steel fiber, the improvement of basalt fiber on the freeze–thaw resistance of RPC was great.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Innovative concrete reinforcement materials · Concrete and Cement Materials Research · Concrete Properties and Behavior
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
College of Transportation, Jilin University, Changchun 130025, China
China Resources Land Limited, Changchun 130025, China
Funding
the Industrial Technology Research & Development Special Project of Jilin Province · the Transportation Science and Technology Program of Jilin Province · the Science Technology Development Program of Jilin Province
References (39)
Show source-provided references
1. Durability of concrete—Degradation phenomena involving detrimental chemical reactions10.1016/j.cemconres.2007.09.015 ↗
2. Durability of reactive powder concrete under chloride-salt freeze–thaw cycling10.1617/s11527-016-0878-5 ↗
3. Water absorption and chloride diffusivity of concrete under the coupling effect of uniaxial compressive load and freeze-thaw cycles10.1016/j.conbuildmat.2019.03.091 ↗
4. Effect of chloride salt, freeze–thaw cycling and externally applied load on the performance of the concrete10.1016/S0008-8846(02)00769-X ↗
5. Freeze-thaw durability of concrete: Ice formation process in pores10.1016/S0008-8846(98)00103-3 ↗
6. Continuous tracking of the relationship between resistivity and pore structure of cement pastes10.1016/j.conbuildmat.2013.11.067 ↗
7. Mesoscale Modeling of Chloride Penetration in Unsaturated Concrete Damaged by Freeze-Thaw Cycling10.1061/(ASCE)MT.1943-5533.0000901 ↗
8. Composition of reactive powder concretes10.1016/0008-8846(95)00144-2 ↗
9. Effect of silica fume on steel fiber bond characteristics in reactive powder concrete10.1016/j.cemconres.2003.12.023 ↗
10. Characterization of the granular packing and percolation threshold of reactive powder concrete10.1016/S0008-8846(00)00300-8 ↗
11. Determination of optimized mix design and curing conditions of reactive powder concrete (RPC)10.1016/j.conbuildmat.2016.07.082 ↗
12. Mechanical properties of reactive powder concrete containing mineral admixtures under different curing regimes10.1016/j.conbuildmat.2008.08.003 ↗
13. Very-high-performance concrete with ultrafine powders10.1016/S0008-8846(01)00732-3 ↗
14. Mechanical properties of reactive powder concrete containing high volumes of ground granulated blast furnace slag10.1016/j.cemconcomp.2010.07.005 ↗
15. High-performance fiber-reinforced concrete: A review10.1007/s10853-016-9917-4 ↗
16. Static and dynamic properties of concrete with different types and shapes of fibrous reinforcement10.1016/j.conbuildmat.2015.12.037 ↗
17. Bearing capacity of reactive powder concrete reinforced by steel fibers10.1016/j.conbuildmat.2013.07.103 ↗
18. Stress–Strain Relationship of Unconfined RPC Reinforced with Steel Fibers under Compression10.1061/(ASCE)MT.1943-5533.0002445 ↗
19. Performance evaluation of reactive powder concrete with polypropylene fibers at elevated temperatures10.1016/j.conbuildmat.2018.03.020 ↗
20. Multi-functional properties of carbon nanofiber reinforced reactive powder concrete10.1016/j.conbuildmat.2018.07.229 ↗
21. Mechanical properties of steel fiber reinforced reactive powder concrete following exposure to high temperature reaching 800 °C10.1016/j.nucengdes.2011.04.008 ↗
22. Effect of Cu-Zn coated steel fibers on high temperature resistance of reactive powder concrete10.1016/j.cemconres.2018.12.008 ↗
23. Innovation in use and research on cementitious material10.1016/j.cemconres.2007.09.025 ↗
24. An experimental study on the tensile strength of steel fiber reinforced concrete10.1016/j.compositesb.2009.12.003 ↗
25. Mechanical behaviour of basalt fibre reinforced concrete10.1016/j.conbuildmat.2016.08.009 ↗
26. The properties of chopped basalt fibre reinforced self-compacting concrete10.1016/j.conbuildmat.2018.07.089 ↗
27. Mechanical properties and fracture behavior of basalt and glass fiber reinforced concrete: An experimental study10.1016/j.conbuildmat.2015.10.006 ↗
28. Mechanical properties of high performance concrete reinforced with basalt fiber and polypropylene fiber10.1016/j.conbuildmat.2018.11.181 ↗
29. Grzeszczyk, S., Matuszek-Chmurowska, A., Vejmelková, E., and Černý, R. (2020). Reactive Powder Concrete Containing Basalt Fibers: Strength, Abrasion and Porosity. Materials, 13.10.3390/ma13132948 ↗
30. Liu, H., Lyu, X., Zhang, Y., Luo, G., and Li, W. (2020). Bending Resistance and Failure Type Evaluation of Basalt Fiber RPC Beam Affected by Notch and Interfacial Damage Using Acoustic Emission. Appl. Sci., 10.10.3390/app10031138 ↗
31. Damage mechanisms of ultra-high-performance concrete under freeze–thaw cycling in salt solution considering the effect of rehydration10.1016/j.conbuildmat.2018.11.175 ↗
32. Liu, H., Liu, S., Wang, S., Gao, X., and Gong, Y. (2019). Effect of Mix Proportion Parameters on Behaviors of Basalt Fiber RPC Based on Box-Behnken Model. Appl. Sci., 9.10.3390/app9102031 ↗
33. Quality and Technology Supervision Bureau of the People’s Republic of China (1999). Method of Testing Cements–Determination of Strength, Quality and Technology Supervision Bureau of the People’s Republic of China. (In Chinese).
34. Ministry of Housing and Urban-Rural Construction of the People’s Republic of China (2009). Standard for Test Methods of Long-Term Performance and Durability of Ordinary Concrete, (In Chinese).
35. Liu, H., Liu, S., Zhou, P., Zhang, Y., and Jiao, Y. (2019). Mechanical Properties and Crack Classification of Basalt Fiber RPC Based on Acoustic Emission Parameters. Appl. Sci., 9.10.3390/app9183931 ↗
36. Alkali resistance, microstructural and mechanical performance of zirconia-coated basalt fibers10.1016/j.cemconres.2013.06.002 ↗
37. Study on bending damage and failure of basalt fiber reinforced concrete under freeze-thaw cycles10.1016/j.conbuildmat.2017.12.096 ↗
38. Nondestructive testing of ultra-high performance concrete to evaluate freeze-thaw resistance
39. Durability of ultra-high performance concrete in tension under cold weather conditions10.1016/j.cemconcomp.2018.08.019 ↗