Fabric-Reinforced Cementitious Matrix (FRCM) Carbon Yarns with Different Surface Treatments Embedded in a Cementitious Mortar: Mechanical and Durability Studies
Abstract
:1. Introduction
2. Materials and Methods
2.1. Materials
2.2. Surface Treatments
2.3. Tensile and Pull-Out Tests
2.4. Aging Conditioning Protocol
2.5. SEM and EDX Analysis
3. Experimental Results
3.1. Tensile Tests
3.2. Pull-Out Tests
3.3. EDX and SEM Analysis
4. Conclusions
- Pre-impregnation of multifilament carbon yarns with epoxy proved to be the most effective treatment, capable of increasing both the yarn tensile strength and the bond with the cement-based mortar. Epoxy was able to increase the carbon yarn tensile strength by about 34% and the pull-out load of about 138%. These effects, as well known from the literature, can be attributed to the ability of the low-viscosity epoxy to penetrate between single filaments of the yarn, thus guaranteeing a more homogeneous stress distribution through the yarn cross-section. However, it must be remembered that the use of organic polymers remains a weakness with regards to the mechanical behavior of the composite when exposed to high temperatures.
- The nano-silica coating was less effective than epoxy, but still able to increase the yarn tensile strength by 10% and the pull-out load by about 40%. However, the effectiveness of this treatment can be improved by optimizing the manufacturing process, to ensure a more homogeneous distribution of the particles on the yarn surface.
- The oxidation of carbon fibers with HNO3/H2SO4 solution seems not to substantially modify the mechanical properties of the carbon yarns. SEM analyses did not show significant changes in the surface of the carbon filaments after the oxidation process. However, this treatment was able to increase the pull-out load by about 28%. Further analyses are certainly needed to better investigate this aspect.
- Artificial aging in saline and alkaline environments caused only a slight reduction of the yarn tensile strength, which was always lower than 13%, regardless of the type of surface treatment applied.
- Pull-out tests carried out after exposure of the specimens in saline and alkaline environments showed no significant decrease in mechanical performance. Carbon yarns with epoxy impregnation showed the highest load values. Exposure to freeze-thaw cycles caused the greatest reduction in the pull-out load (between −10% and −27%), probably due to internal damage of the inorganic matrix (which in some cases broke in half during the test), rather than to deterioration of the carbon yarn.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
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Material | CEM II/B-LL 32.5 R (kg/m3) | CEM II/B-LL 42.5 R (kg/m3) | CaCO3 400 (kg/m3) | CaCO3 600 (kg/m3) | Aerial Lime (kg/m3) | Water (kg/m3) | Compressive Strength (MPa) | Flexural Strength (MPa) |
---|---|---|---|---|---|---|---|---|
Cement-based mortar | 82 | 165 | 715 | 205 | 110 | 260 | 17.95 | 5.66 |
Material | Viscosity (mPa·s) | Tensile Strength (MPa) | Elongation at Break |
---|---|---|---|
Elan-tech EC 98N/W52 | 2000–3000 | 0.7–0.9 | 60–80% |
Environment | Temp | RH | Solution | Exposure Time | N° of Samples (5 for Each Surface Treatment) |
---|---|---|---|---|---|
None (Ref) | 20 ± 2 °C | 70% | - | - | 20 tensile tests 20 pull-out tests |
Saline | 40 ± 2 °C | 100% | 2.45% NaCl + 0.41% Na2SO4 | 1000 h | 20 tensile tests 20 pull-out tests |
Alkaline | 40 ± 2 °C | 100% | 4% NaOH | 1000 h | 20 tensile tests 20 pull-out tests |
Freeze-Thaw | −18 ± 2 °C/+40 ± 2 °C | 40%/100% | - | 960 h (40 cycles) | 20 pull-out tests |
Specimen | Environment | Tensile Strength σmax, (MPa) | Variation of Tensile Strength | Elastic Modulus E (GPa) | Ultimate Strain εu (%) | |
---|---|---|---|---|---|---|
C-Dry | None (Ref) | Average | 1732 | - | 145 | 1.39 |
CoV | 6.9% | 1.1% | 1% | |||
Saline | Average | 1594 | −8.0% | 144 | 1.25 | |
CoV | 4.8% | 4.7% | 19.5% | |||
Alkaline | Average | 1681 | −2.9% | 152 | 1.07 | |
CoV | 10.1% | 9.2% | 5.8% | |||
C-E | None (Ref) | Average | 2327 | - | 142 | 1.76% |
CoV | 7.6% | 4.5% | 5.1% | |||
Saline | Average | 2201 | −5.4% | 147 | 1.50 | |
CoV | 14.1% | 5.2% | 20.5% | |||
Alkaline | Average | 2226 | −4.3% | 151 | 1.47 | |
CoV | 11.4% | 9.6% | 17% | |||
C-NS | None (Ref) | Average | 1900 | - | 143 | 1.6 |
CoV | 3.3% | 3.4% | 6.1% | |||
Saline | Average | 1672 | −12.0% | 149 | 1.08 | |
CoV | 10.4% | 3.4% | 9.9% | |||
Alkaline | Average | 1651 | −13.1% | 150 | 1.24 | |
CoV | 3.3% | 4.6% | 12.3% | |||
C-Ox | None (Ref) | Average | 1667 | - | 139 | 1.39 |
CoV | 8.4% | 4.3% | 12% | |||
Saline | Average | 1626 | −2.4% | 155 | 1.10 | |
CoV | 9.7% | 6.3% | 15.1% | |||
Alkaline | Average | 1597 | −4.2% | 154 | 1.15 | |
CoV | 9.2% | 12.6% | 13.2% |
Specimen | Environment | Max Pull-Out Load (N) | Variation of Max Load (%) | Displacement at Max Load (mm) | |
---|---|---|---|---|---|
C-Dry | None (Ref) | Average | 321 | - | 0.86 |
CoV | 4% | 13% | |||
Saline | Average | 329 | +2.5 | 0.87 | |
CoV | 11% | 11% | |||
Alkaline | Average | 307 | −4.4 | 0.69 | |
CoV | 2% | 23% | |||
Freeze-Thaw | Average | 290 | −9.7 | 0.96 | |
CoV | 23% | 16% | |||
C-E | None (Ref) | Average | 766 | - | 4.59 |
CoV | 2% | 5% | |||
Saline | Average | 823 | +7.4 | 4.98 | |
CoV | 2% | 17% | |||
Alkaline | Average | 857 | +11.9 | 4.99 | |
CoV | 2% | 12% | |||
Freeze-Thaw | Average | 660 | −13.8 | 4.23 | |
CoV | 5% | 6% | |||
C-NS | None (Ref) | Average | 452 | - | 0.94 |
CoV | 2% | 7% | |||
Saline | Average | 397 | −12.2 | 0.7 | |
CoV | 8% | 3% | |||
Alkaline | Average | 436 | −3.5 | 0.71 | |
CoV | 10% | 19% | |||
Freeze-Thaw | Average | 395 | −12.6 | 0.91 | |
CoV | 6% | 11% | |||
C-Ox | None (Ref) | Average | 413 | - | 0.94 |
CoV | 5% | 7% | |||
Saline | Average | 364 | −11.9 | 0.94 | |
CoV | 10% | 5% | |||
Alkaline | Average | 407 | −1.5 | 0.78 | |
CoV | 5% | 7% | |||
Freeze-Thaw | Average | 301 | −27.1 | 0.74 | |
CoV | 8% | 5% |
Sample | C (At %) | Si (At %) | O (At %) |
---|---|---|---|
C-Dry | 93.47 | 0.23 | 6.31 |
C-NS | 83.9 | 1.47 | 14.63 |
C-Ox | 94.11 | 0.12 | 5.76 |
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Bompadre, F.; Donnini, J. Fabric-Reinforced Cementitious Matrix (FRCM) Carbon Yarns with Different Surface Treatments Embedded in a Cementitious Mortar: Mechanical and Durability Studies. Materials 2022, 15, 3927. https://doi.org/10.3390/ma15113927
Bompadre F, Donnini J. Fabric-Reinforced Cementitious Matrix (FRCM) Carbon Yarns with Different Surface Treatments Embedded in a Cementitious Mortar: Mechanical and Durability Studies. Materials. 2022; 15(11):3927. https://doi.org/10.3390/ma15113927
Chicago/Turabian StyleBompadre, Francesca, and Jacopo Donnini. 2022. "Fabric-Reinforced Cementitious Matrix (FRCM) Carbon Yarns with Different Surface Treatments Embedded in a Cementitious Mortar: Mechanical and Durability Studies" Materials 15, no. 11: 3927. https://doi.org/10.3390/ma15113927
APA StyleBompadre, F., & Donnini, J. (2022). Fabric-Reinforced Cementitious Matrix (FRCM) Carbon Yarns with Different Surface Treatments Embedded in a Cementitious Mortar: Mechanical and Durability Studies. Materials, 15(11), 3927. https://doi.org/10.3390/ma15113927