A Study of Waterproof Reinforcement Layers for the Post-Cracking Behavior of Fiber Reinforced Concrete
Abstract
:Featured Application
Abstract
1. Introduction
2. Experimental Program
2.1. Materials
2.1.1. Concrete Reinforcing Fiber
2.1.2. Protective Materials
2.1.3. Experimental Composition
2.2. Specimen Preparation
Mixing Proportion
3. Test Methods
3.1. Test Specimen
3.2. Compressive Test
3.3. Crack Growth Resistance with Flexural Test
4. Test Results
4.1. Compressive Strength
4.2. Flexural Test Results
4.3. Flexural Test Performance
4.4. Residual Stress
5. Resistance Ability of Waterproof Reinforcement for Flexural Failure
6. Conclusions
- The flexural strength of four types of waterproof reinforcement was improved by about 10–48%. The flexural strength improvement of the test specimen reinforced with Typar and Prepurf was the best among all the specimens, and the increase in flexural strength due to the combination of the steel fiber (SF20) and organic fiber (MF2.8) and the reinforcing material was apparent. In particular, the SF20 + Typar and MF2.8 + Preprufe test specimens showed results of improved flexural strength of 45 and 48%, respectively.
- The change in toughness showed a marked improvement in all specimens due to the combination of fiber and waterproof reinforcement. After the concrete matrix cracking, the toughness due to the fiber pull-out resistance and the increase in the reaction force of waterproof reinforcement showed a continuous increase in toughness in the specimen reinforced with the steel fiber. Toughness due to organic fiber mixing showed stable toughness improvements after an unstable toughness change from a maximum load to 0.5 mm. The test specimen reinforced with Typar showed the best crack resistance regardless of fiber type.
- The crack transfer mechanism in the concrete floor layer due to fiber mixing and water-reinforcing reinforcement decreases the crack length (l) as the load due to the fiber pull-out resistance and the reaction force generation of the reinforcing material decreases immediately after the cracking of the concrete matrix, thereby protecting the fiber bridging zone (lf). Afterwards, it is judged that the residual stress rises, maintains, and slows, as the resistance of the fiber pullout and the effect of the reinforcement is combined.
Author Contributions
Funding
Conflicts of Interest
Abbreviations and Acronyms
OPC | Ordinary Plain Concrete |
FA | Fine Aggregate |
CA | Coarse Aggregate |
SP | Super Plasticizer |
SF | 20 Steel Fiber 20 kg/m3 |
MF | 1.0 Micro Fiber 1 kg/m3 |
MF | 2.8 Micro Fiber 2.8 kg/m3 |
Re3 | Residual Stress |
Lf | Fiber Bridging Zone |
LVDT | Linear Variable Differential Transformer |
PE | Polyethylene |
fr | Flexural Strength |
CMOD | Crack Mouth Opening Displacement |
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Fiber Type | Material Property | Reference | |
---|---|---|---|
Hookend Steel Fiber (SF) |
|
| corrosion concerns |
Micro PP Fiber (MF) |
|
| high acid, alkali and salt resistance |
Type | Material Property | |
---|---|---|
PE Film |
|
|
| ||
Typar SF 65 |
|
|
Bituthene 3000 |
| |
|
| |
| ||
Preprufe |
|
|
|
Combination of Materials | PE FILM (PE) | Typar SF 65 (Typar) | Bituthene 3000 (Bituthene) | Preprufe |
---|---|---|---|---|
Ordinary Plain Concrete (OPC) | OPC-PE | OPC-Typar | OPC-Bituthene | OPC-Preprufe |
Steel Fiber 20 kg/m3 (SF 20) | SF20-PE | SF20-Typar | SF20-Bituthene | SF20-Bituthene |
Micro Fiber 1.0 kg/m3 (MF 1.0) | MF1.0-PE | MF1.0-Typar | MF1.0-Bituthene | MF1.0-Bituthene |
Micro Fiber 2.8 kg/m3 (MF 2.8) | MF2.8-PE | MF2.8-Typar | MF2.8-Bituthene | MF2.8-Bituthene |
Type | W/C (%) | S/a (%) | Water (kg/m3) | Cement (kg/m3) | FA (kg/m3) | CA (kg/m3) | SP (C × %) | Fiber (%) | Ref. |
---|---|---|---|---|---|---|---|---|---|
OPC | 42.5 | 47.5 | 165 | 388 | 845 | 973 | 2.72 | - | |
SF 20 | 42.5 | 47.5 | 165 | 388 | 845 | 973 | 2.72 | 0.84 | Steel Fiber |
MF 1.0 | 42.5 | 47.5 | 165 | 388 | 845 | 973 | 2.72 | 0.04 | Micro Fiber |
MF 2.8 | 42.5 | 47.5 | 165 | 388 | 845 | 973 | 2.72 | 0.12 | Micro Fiber |
Type | OPC | Steel Fiber 20 kg/m3 | Micro Fiber 1.0 kg/m3 | Micro Fiber 2.8 kg/m3 | |
---|---|---|---|---|---|
Compressive strength (MPa) | 1 | 46.16 | 47.29 | 41.24 | 41.74 |
2 | 45.09 | 45.15 | 42.31 | 42.38 | |
3 | 43.70 | 43.83 | 39.98 | 42.31 | |
Ave. | 44.98 | 45.42 | 41.18 | 42.14 |
Type | Toughness (kN-mm) | f’c (MPa) | fr (MPa) | Re3 (%) | ||||
---|---|---|---|---|---|---|---|---|
0–Peak | 0–0.5 mm | 0–2.0 mm | 0–3.0 mm | |||||
OPC | N/A | - | - | - | - | 44.67 | 3.35 | - |
PE | 0.364 | 2.445 | 3.374 | 3.880 | 44.98 | 3.71 | 5.67 | |
Typar | 0.564 | 2.721 | 6.515 | 9.027 | 44.98 | 3.84 | 20.43 | |
Bituthene | 0.248 | 2.536 | 3.534 | 4.182 | 3.67 | 6.15 | ||
Preprufe | 0.405 | 2.778 | 6.135 | 9.104 | 3.96 | 19.86 | ||
SF20 | PE | 0.304 | 3.897 | 11.756 | 15.392 | 45.44 | 4.01 | 37.96 |
Typar | 0.613 | 4.649 | 15.713 | 21.361 | 4.69 | 44.86 | ||
Bituthene | 0.309 | 3.522 | 10.638 | 14.297 | 3.93 | 35.07 | ||
Preprufe | 0.457 | 3.316 | 10.338 | 15.249 | 3.97 | 36.86 | ||
MF1.0 | PE | 0.986 | 2.852 | 5.776 | 7.464 | 41.18 | 4.41 | 12.87 |
Typar | 1.463 | 3.462 | 10.151 | 14.450 | 4.64 | 28.47 | ||
Bituthene | 0.277 | 2.755 | 6.541 | 9.007 | 4.27 | 17.75 | ||
Preprufe | 0.368 | 2.638 | 7.255 | 11.263 | 4.10 | 25.19 | ||
MF2.8 | PE | 1.318 | 4.157 | 12.408 | 16.193 | 42.14 | 4.97 | 20.44 |
Typar | 0.394 | 4.128 | 14.991 | 21.309 | 4.61 | 45.19 | ||
Bituthene | 0.770 | 3.762 | 12.382 | 17.305 | 4.76 | 35.41 | ||
Preprufe | 0.818 | 3.937 | 14.543 | 21.519 | 4.38 | 48.26 |
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Kim, J.-I.; Gong, M.-H.; Song, J.-Y.; Oh, S.-K.; Kim, B. A Study of Waterproof Reinforcement Layers for the Post-Cracking Behavior of Fiber Reinforced Concrete. Appl. Sci. 2020, 10, 5762. https://doi.org/10.3390/app10175762
Kim J-I, Gong M-H, Song J-Y, Oh S-K, Kim B. A Study of Waterproof Reinforcement Layers for the Post-Cracking Behavior of Fiber Reinforced Concrete. Applied Sciences. 2020; 10(17):5762. https://doi.org/10.3390/app10175762
Chicago/Turabian StyleKim, Jung-Il, Min-Ho Gong, Je-Young Song, Sang-Keun Oh, and Byoungil Kim. 2020. "A Study of Waterproof Reinforcement Layers for the Post-Cracking Behavior of Fiber Reinforced Concrete" Applied Sciences 10, no. 17: 5762. https://doi.org/10.3390/app10175762
APA StyleKim, J.-I., Gong, M.-H., Song, J.-Y., Oh, S.-K., & Kim, B. (2020). A Study of Waterproof Reinforcement Layers for the Post-Cracking Behavior of Fiber Reinforced Concrete. Applied Sciences, 10(17), 5762. https://doi.org/10.3390/app10175762