journal article·2023-03-04

Nano-modified slag-based cementitious composites reinforced with basalt pellets and polyvinyl alcohol fibers

R. Elhadary, M. T. Bassuoni

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Abstract

This study presents the properties of cementitious composites incorporating 6% nano-silica with high content of slag (50% of the main binder weight) and reinforced with two fiber systems (single and hybrid). Polyvinyl alcohol (micro-PVA) and basalt fiber pellets (macro-BFP) were used at dosages of 1%, 2.5% and 4.5% by composite volume, respectively. BFP is a novel type of basalt fibers, where basalt fiber strands are coated by a polymeric resin with textured surface micro-grooves. Fresh, mechanical and durability tests were conducted to investigate the properties of these innovative composites. Besides, mercury intrusion porosimetry, microscopy and thermal studies were conducted to augment the bulk trends. The results showed that nano-silica led to improved performance at early- and later-ages in terms of flowability, hardening, refinement of pore structure, mechanical capacity, bonding with BFP, and resistance to freezing-thawing cycles. Reduction in mechanical capacity and durability was observed for composites with increasing macro-BFP (single system) dosage; however, the post-cracking flexural performance of such composites was enhanced in terms of toughness. Comparatively, adding 1% micro-PVA fibers to macro-BFP (hybrid system) in the nano-modified composites led to balanced high-performance in terms of mechanical capacity, ductility and durability to frost action, which suggests their promising potential for various field applications.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Innovative concrete reinforcement materials · Concrete and Cement Materials Research · Innovations in Concrete and Construction Materials

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Department of Civil Engineering, University of Manitoba, Winnipeg, Manitoba, Canada

References (49)

Show source-provided references
1. 10.1016/j.engstruct.2010.07.01710.1016/j.engstruct.2010.07.017 ↗
2. 10.1061/(ASCE)ST.1943-541X.000156210.1061/(ASCE)ST.1943-541X.0001562 ↗
3. 10.1016/j.conbuildmat.2017.02.15810.1016/j.conbuildmat.2017.02.158 ↗
4. 10.1016/j.conbuildmat.2014.12.07110.1016/j.conbuildmat.2014.12.071 ↗
5. Li VC · ACI Mater J · 2001 · 98 · 483
6. Ranade R · ACI Mater J · 2013 · 110 · 375
7. 10.1016/j.engstruct.2017.01.01510.1016/j.engstruct.2017.01.015 ↗
8. 10.1016/j.cemconres.2018.02.01310.1016/j.cemconres.2018.02.013 ↗
9. Neville AM. · 2011
10. 10.3390/fib401000610.3390/fib4010006 ↗
11. Azzam A · Adv Civ Eng Mater · 2019 · 8 · 25510.1520/ACEM20190018 ↗
12. 10.1016/j.conbuildmat.2012.08.00610.1016/j.conbuildmat.2012.08.006 ↗
13. 10.1016/j.conbuildmat.2012.06.04410.1016/j.conbuildmat.2012.06.044 ↗
14. Ghazy A · ACI Mater J · 2016 · 113 · 231
15. 10.1201/978148226774710.1201/9781482267747 ↗
16. 10.1007/s12046-019-1072-610.1007/s12046-019-1072-6 ↗
17. 10.1016/j.conbuildmat.2020.12056410.1016/j.conbuildmat.2020.120564 ↗
18. 10.1007/s11771-021-4710-110.1007/s11771-021-4710-1 ↗
19. 10.1016/j.conbuildmat.2021.12529210.1016/j.conbuildmat.2021.125292 ↗
20. 10.1016/j.cemconcomp.2019.01.00910.1016/j.cemconcomp.2019.01.009 ↗
21. 10.1061/(ASCE)MT.1943-5533.000391310.1061/(ASCE)MT.1943-5533.0003913 ↗
22. 10.1016/j.proeng.2014.07.02910.1016/j.proeng.2014.07.029 ↗
23. 10.1061/(ASCE)MT.1943-5533.000127210.1061/(ASCE)MT.1943-5533.0001272 ↗
24. Iyer P · Adv Civ Eng Mater · 2016 · 5 · 10710.1520/ACEM20150027 ↗
25. 10.1016/j.matdes.2014.01.05610.1016/j.matdes.2014.01.056 ↗
26. 10.1061/(ASCE)MT.1943-5533.000204010.1061/(ASCE)MT.1943-5533.0002040 ↗
27. Bediwy A · Civil Eng · 2021 · 2 · 909
28. CAN/CSA-A3001-18 · 2018
29. ASTM C494/C494M-17 · 2017
30. CSA-A23.1/A23.2-19 · 2019
31. ASTM C230/C230M-20 · 2020
32. ASTM C231/C231M-17 · 2017
33. ASTM C403/C403M-16 · 2016
34. ASTM C39/C39M-18 · 2018
35. ASTM C1609/C1609M-19 · 2019
36. 10.1139/cjce-2018-043810.1139/cjce-2018-0438 ↗
37. ASTM C666/C666M-15 · 2015
38. ASTM C215/C215M-19 · 2019
39. 10.1007/978-3-642-36721-210.1007/978-3-642-36721-2 ↗
40. 10.1016/j.proeng.2013.09.00910.1016/j.proeng.2013.09.009 ↗
41. 10.1016/j.cemconcomp.2012.02.00510.1016/j.cemconcomp.2012.02.005 ↗
42. 10.1016/j.conbuildmat.2016.08.00910.1016/j.conbuildmat.2016.08.009 ↗
43. 10.1016/j.cemconcomp.2016.05.01110.1016/j.cemconcomp.2016.05.011 ↗
44. Liu SG · Adv Mat Res · 2011 · 150 · 1009
45. Toutanji H, Xu B, Gilbert J, et al. Fracture toughness model for poly (vinyl alcohol) fiber reinforced high-performance cementitious material. Proceedings of the 8th International Symposium on Utilization of High-Strength and High-Performance Concrete. Tokyo, Japan; 2008.
46. 10.1016/j.conbuildmat.2013.08.03510.1016/j.conbuildmat.2013.08.035 ↗
47. 10.1016/j.conbuildmat.2015.12.18810.1016/j.conbuildmat.2015.12.188 ↗
48. 10.4028/www.scientific.net/KEM.466.7310.4028/www.scientific.net/KEM.466.73 ↗
49. Detwiler R · 1996