Long-Term Behavior of RC Beams Strengthened with Hybrid Composite Beam
Abstract
:1. Introduction
2. Experimental Program
2.1. Materials
2.2. Specimens
2.3. Loading and Test Setup
2.4. Long-Term Measurement
2.5. Test Procedures
- Step 1: once every 10 min for the first hours.
- Step 2: once every 1 h for the next 24 h following step 1.
- Step 3: twice every day for the next 1 month following step 2.
- Step 4: once every day for the next month.
- Step 5: once every 7 days thereafter.
3. Experimental Results and Discussions
3.1. Long-Term Deflection
3.2. Longitudinal Concrete Tensional Strains
3.3. Evaluation of Time-Dependent Factors
4. Conclusions
- (1)
- The long-term deflections of HCB-strengthened RC beams at the two different sustained loading levels of 33% and 50% at 1, 3, 6 and 12 months were, on average, 27%, 22%, 25% and 26% lower than those of unstrengthened RC beams, respectively. The reduction rate of long-term deflection under the higher loading level showed a slightly higher value than that of the lower loading level.
- (2)
- The long-term longitudinal concrete tensional strains of HCB-strengthened RC beams at 1 year were approximately 37.46% and 34.66% lower than those of unstrengthened RC beams for loading levels of 33% and 50%, respectively.
- (3)
- Compared to other investigations, the time-dependent factors of HCB-strengthened RC beams found in the present work differ from those in other investigations such as ACI, Chami and Arockiasamy. At the present time, we concluded that the time-dependent factors of FRP-strengthened RC beams are strongly dependent upon the strengthening types, materials, sustained loading levels, etc. Also, the time-dependent factor suggested by ACI for steel-reinforced concrete beams (RC beams) does not reasonably predict the RC beam strengthened with various FRP materials.
Author Contributions
Acknowledgments
Conflicts of Interest
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System | Cross Section (mm2) | Tensile Strength (MPa) | Compressive Elastic Modulus (GPa) | Ultimate Elongation (%) |
---|---|---|---|---|
Hybrid Composite beam | 1312 | 418 | 35.75 | 2.1 |
Time (days) | NHCB 33 (mm) | HCB 33 (mm) | NHCB 50 (mm) | HCB 50 (mm) |
---|---|---|---|---|
0 | 5.14 | 4.35 | 16.15 | 10.05 |
30 | 9.25 | 7.06 | 19.26 | 13.48 |
90 | 10.69 | 9.19 | 21.08 | 15.07 |
180 | 12.73 | 9.93 | 22.29 | 15.91 |
360 | 14.32 | 10.77 | 24.54 | 17.72 |
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Kim, I.-H.; Lee, H.-J.; Kang, J.-W.; Choi, Y. Long-Term Behavior of RC Beams Strengthened with Hybrid Composite Beam. Appl. Sci. 2019, 9, 1734. https://doi.org/10.3390/app9091734
Kim I-H, Lee H-J, Kang J-W, Choi Y. Long-Term Behavior of RC Beams Strengthened with Hybrid Composite Beam. Applied Sciences. 2019; 9(9):1734. https://doi.org/10.3390/app9091734
Chicago/Turabian StyleKim, IL-Heon, Hyung-Joo Lee, Joo-Won Kang, and Yeol Choi. 2019. "Long-Term Behavior of RC Beams Strengthened with Hybrid Composite Beam" Applied Sciences 9, no. 9: 1734. https://doi.org/10.3390/app9091734