The reinforcement effects of PVA, PE, and steel fibers on AAS material
Source abstract
Abstract
This paper employs PVA, PE, steel fibers, as well as the hybrids of two of the three fibers to reinforce alkali-activated slag (AAS) material, aiming to prepare strain-hardening and clinker-free composites. The flexural strength, compressive strength, uniaxial tensile performance of the composites and bond behavior between fibers and the matrix were tested to clarify the reinforcement effects of different fibers on the matrix. Strain-hardening AAS materials are obtained with compressive strengths of 116 MPa − 137 MPa (with fibers contributions of 17%−38%) and strain capacities over 0.8% at 60 d. The results indicate that there are several kinds of reinforcement effects of fibers on the matrix, namely bridging effect, lapping effect (for steel fibers), synergetic effect (for hybrid fibers) and static effect (for flexible fibers). Deterioration of PVA and PE fibers are found, indicating that these two fibers have poor adaptability in AAS material with a high alkalinity. This paper specially distinguishes the difference of the crack numbers during the strain-hardening stage only with the ones during the whole period including the following strain-softening stage. A new relationship is established between the crack numbers and the strain-stress curves, which provides a more reasonable way to characterize the strain-hardening property of fiber-reinforced composites.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Advanced ceramic materials synthesis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (45)
Show source-provided references
1. Macro-defect free cements: a future oriented polymer composite materials for construction industries10.1080/09276440.2018.1439637 ↗
2. Recycling mine tailings in chemically bonded ceramics - A review10.1016/j.jclepro.2017.10.280 ↗
3. Quality evaluation tests for tensile strength of reactive powder concrete10.1061/(ASCE)MT.1943-5533.0002257 ↗
4. Behaviour of slurry infiltrated fibre concrete (SIFCON) under triaxial compression10.1016/j.cemconres.2010.06.009 ↗
5. Damage investigation of ultra high performance concrete under direct tensile test using acoustic emission techniques10.1016/j.cemconcomp.2018.01.007 ↗
6. Direct tensile properties of engineered cementitious composites: a review10.1016/j.conbuildmat.2017.12.124 ↗
7. Steady-state and multiple cracking of short random fiber composites
8. Autogenous healing of engineered cementitious composites at early age10.1016/j.cemconres.2010.11.002 ↗
9. S. Qian and V.C. Li, Headed Anchor / Engineered Cementitious Composites ( ECC) Pullout Behavior, 9 (2011) 339–351.10.3151/jact.9.339 ↗
10. A feasibility study of strain hardening fiber reinforced fly ash-based geopolymer composites10.1016/j.conbuildmat.2014.02.005 ↗
11. Development of green engineered cementitious composites using iron ore tailings as aggregates10.1016/j.conbuildmat.2013.03.088 ↗
12. Development of thermally adaptive engineered cementitious composite for passive heat storage10.1016/j.conbuildmat.2013.12.104 ↗
13. Influence of micro-cracking on the composite resistivity of engineered cementitious composites10.1016/j.cemconres.2014.01.002 ↗
14. Mechanical and electrical characterization of self-sensing carbon black ECC
15. Rheology, fiber dispersion, and robust properties of engineered cementitious composites10.1617/s11527-012-9909-z ↗
16. A strain-hardening cementitious composites with the tensile capacity up to 8%10.1016/j.conbuildmat.2017.01.060 ↗
17. Effects of silica additives on fracture properties of carbon nanotube and carbon fiber reinforced Portland cement mortar10.1016/j.cemconcomp.2014.08.005 ↗
18. Nano-modification to improve the ductility of cementitious composites10.1016/j.cemconres.2015.05.026 ↗
19. Development of a self-consolidating engineered cementitious composite employing electrosteric dispersion/stabilization10.1016/S0958-9465(02)00057-4 ↗
20. Extrusion of ECC-material, high perform
21. Design of engineered cementitious composite suitable for wet-mixture shotcreting
22. On engineered cementitious composites (ECC)10.3151/jact.1.215 ↗
23. Development of 3D printable engineered cementitious composites with ultra-high tensile ductility for digital construction10.1016/j.matdes.2019.108088 ↗
24. Hydrophobic engineered cementitious composites for highway applications10.1016/j.cemconcomp.2014.12.009 ↗
25. Specimen size effect on the residual properties of engineered cementitious composites subjected to high temperatures10.1016/j.cemconcomp.2013.09.019 ↗
26. Development of durable spray-applied fire-resistive engineered cementitious composites (SFR-ECC)10.1016/j.cemconcomp.2015.03.012 ↗
27. Self-cleaning engineered cementitious composites10.1016/j.cemconcomp.2015.09.007 ↗
28. Drying shrinkage and crack width of engineered cementitious composites (Ecc)
29. Development of green engineered cementitious composites for sustainable infrastructure systems
30. Durability properties of micro-cracked ECC containing high volumes fly ash10.1016/j.cemconres.2009.07.009 ↗
31. Development of engineered cementitious composites with limestone powder and blast furnace slag10.1617/s11527-009-9549-0 ↗
32. Alkali-activated slag mortars: mechanical strength behaviour10.1016/S0008-8846(99)00154-4 ↗
33. The influence of the NaOH solution on the properties of the fly ash-based geopolymer mortar cured at different temperatures10.1016/j.compositesb.2013.10.082 ↗
34. Strain hardening fiber reinforced alkali-activated mortar - a feasibility study10.1016/j.conbuildmat.2012.06.007 ↗
35. Ultra-high-ductile behavior of a polyethylene fiber-reinforced alkali-activated slag-based composite10.1016/j.cemconcomp.2016.04.002 ↗
36. Tensile strain hardening behavior of PVA FIber-reinforced Engineered Geopolymer Composite10.1061/(ASCE)MT.1943-5533.0001242 ↗
37. Y. Xu, Study on alkali-activated slag composite with engineer ed m atrix in coor dination with several fibers, Chongqing University, 2018.
38. E. Yangand V.C. Li, A Micromechanical Model for Fiber Cement Optimization and Component Tailoring, 10th Int. Inorganic-Bonded Fiber Compos. Conf. (2006) 1–13.
39. Practical design criteria for saturated pseudo strain hardening behavior in ECC10.3151/jact.4.59 ↗
40. Q. Yang, Study on preparation of green engineered cementitious composites u sing alkali-activated slag, Chongqing University, 2016.
41. Evaluation of mechanical properties of steel fiber reinforced concrete with different strengths of concrete10.1016/j.conbuildmat.2018.02.164 ↗
42. Influence of high temperature on the mechanical properties of hybrid fibre reinforced normal and high strength concrete10.1016/j.conbuildmat.2017.10.129 ↗
43. Mechanical and durability evaluation of fiber-reinforced self-compacting concrete10.1016/j.conbuildmat.2016.05.127 ↗
44. Mechanical and microstructural characterization of fiber reinforced fly ash based geopolymer composites10.1016/j.conbuildmat.2018.02.061 ↗
45. S. Tian, Preparation and properties of cement-based materials reinforced with carbon nanotubes and PVA fibers, Chongqing University, 2014.