Experimental Evaluation of Shrinkage, Creep and Prestress Losses in Lightweight Aggregate Concrete with Sintered Fly Ash
Abstract
:1. Introduction
2. Background
2.1. Properties of Lightweight Concrete
2.2. Creep and Shrinkage Research
2.3. Research Gap
3. Materials and Methods
3.1. Lightweight Aggregate
3.2. Concrete Mixtures
3.3. Test of Concrete Strength Properties
3.4. Creep and Shrinkage Test
4. Results and Discussion
4.1. Concrete Strength and Modulus of Elasticity
4.2. Air Condition
4.3. Strains of Loaded and Unloaded Specimens
4.4. Strains Under the Load
4.5. Creep Coefficient
4.6. Prestress Losses
4.7. Limitations of the Study
4.8. Research Profits
5. Conclusions
- The concrete made exhibited a lower shrinkage than that obtained from the calculations in accordance with the Eurocode 2 [36], for the assumed mixture parameters and test conditions as well as than that obtained from foreign research of concretes with other artificial lightweight aggregates;
- The tested concrete exhibited a very low creep coefficient in the considered period. The creep coefficient value was 0.610 and 0.537, which is 56.0 and 49.3% of the value determined from the standard [36]. It is also far less than that obtained from foreign research on concretes with other artificial lightweight aggregates. The creep rate is very fast, 95% of the creep registered after 539 days had already occurred in the first 200 days;
- The concrete showed clearly viscous behavior and high residual strain;
- The prestressing losses in the analyzed period amounted to an average of 13.0% (maximum 16.2%), which is an acceptable value and does not discriminate against concrete being used for prestressing.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Research | Lightweight Aggregate | Concrete Strength MPa | Loading AgeDay | Samples Number | Load Time Days |
---|---|---|---|---|---|
Best and Polivka 1959 [28] | Baked shale | 20.7 | - | 4 | 520 |
34.5 | 3 | ||||
Pfeifer 1968 [29] | Expanded blast furnace slag | 20.7 34.5 | 7 | - | 730 |
Expanded shale produced in a rotary kiln | |||||
Expanded shale produced on a sintering grate | |||||
Expanded clay produced on a sintering grate | |||||
Lopez, Kahn and Kurtis 2004 [30] | Expanded shale | 55.0 69.0 | 16 | 8 | 620 |
Lopez 2005 [31] | Pre-soaked extended shale | Shrinkage and creep were not separated, the creep is provided based on the DIC technique | |||
Wendling, Sadhasivam and Floyd 2018 [32] | Expanded shale | 28.0 | 1 28 | 4 | 365 |
Wang, Li, Jiang, Wang, Xu and Harries 2020 [33] | Expanded clay | 25.1 ÷ 24.8 | 28 | 16 large scale RC and PT beams | 20–30 years |
Sintered pulverized fuel ash | |||||
Lukin, Popov and Lisyatnikov 2020 [34] | Expanded clay | 10÷60 | 28 | - | 700 |
Expanded perlite | |||||
Agloporite |
Feature | Code | Fraction | |||
---|---|---|---|---|---|
0/2 | 2/4 | 4/8 | 8/16 | ||
Bulk density, kg/m3 | PN-EN 1097-3 | 930–990 | 600–630 | 650–750 | 740–750 |
Grain density, kg/m3 | PN-EN 1097-6 | - | - | 1350–1430 | 1350–1430 |
Water absorption after 12 h, % | PN-EN 1097-6 | - | - | 17 | 16 |
Crush resistance, MPa | PN-EN 13055-1 | - | - | 6–10 | 6–8 |
Frost resistance, % | NP-EN 13055-1 | - | - | ≤1 | ≤1 |
Component | C-1 | C-2 | |
---|---|---|---|
kg/m3 | kg/m3 | ||
Cement CEM I 42.5 N | 409 | 419 | |
Aggregate Certyd (4–12 mm) | 775 | 802 | |
Sand | 682 | 703 | |
Water | 164 | 209 | |
Additions | BV 18 | 3,7 | 3,8 |
SKY 686 | 3,7 | 3,8 | |
Weight of wet mixture | 2039 | 2142 | |
Concrete density | 1810 | 1820 | |
W/C | 0.41 | 0.51 |
Concrete | Specimen | Initial Stress, MPa |
---|---|---|
C-1 | C-1/1 | 9.7 |
C-1/2 | 11.0 | |
C-1/3 | - | |
C-1/4 | - | |
C-2 | C-2/1 | 9.0 |
C-2/2 | 9.9 | |
C-2/3 | - | |
C-2/4 | - | |
C-2/5 | - |
Feature | Unit | Required | Test Results | |
---|---|---|---|---|
C-1 | C-2 | |||
flcm | MPa | 58 | 56.9 | 58.4 |
Elcm | GPa | 25.3 | 22.1 | 22.4 |
flctm | MPa | 3.67 | 3.86 | 3.48 |
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Szydłowski, R.S.; Łabuzek, B. Experimental Evaluation of Shrinkage, Creep and Prestress Losses in Lightweight Aggregate Concrete with Sintered Fly Ash. Materials 2021, 14, 3895. https://doi.org/10.3390/ma14143895
Szydłowski RS, Łabuzek B. Experimental Evaluation of Shrinkage, Creep and Prestress Losses in Lightweight Aggregate Concrete with Sintered Fly Ash. Materials. 2021; 14(14):3895. https://doi.org/10.3390/ma14143895
Chicago/Turabian StyleSzydłowski, Rafał Stanisław, and Barbara Łabuzek. 2021. "Experimental Evaluation of Shrinkage, Creep and Prestress Losses in Lightweight Aggregate Concrete with Sintered Fly Ash" Materials 14, no. 14: 3895. https://doi.org/10.3390/ma14143895