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Evaluation of Structural Performance of RC Beams retrofitted PVA Fiber to the Change of Replacement Ratio of Recycled Fine Aggregates and Blast Furnace Slag

고로슬래그 미분말 및 순환잔골재를 적용한 PVA섬유 보강 철근콘크리트 보의 구조성능 평가

  • Received : 2018.01.28
  • Accepted : 2018.08.07
  • Published : 2018.08.30

Abstract

In this study, total nine R/C beams, designed by the PVA Fiber with ground granulated blast furnace slag and recycled fine aggregate were constructed and tested under monotonic loading. In the material development, micromechanics was adopted to properly select the optimized range of the composite based on steady-state cracking theory and experimental studies on the matrix and interracial properties. Experimental programs were carried out to improve and evaluate the structural performance of the test specimens: the load-displacement, the failure mode, the maximum strength, and ductility capacity were assessed. Test results showed that test specimens (BSPR-20, 40) was increased the maximum load carrying capacity by 3~6% and the ductility capacity by 9~14% in comparison with the standard specimen (BSS). And the specimens (BSPR-60, 80, 100) was decreased the maximum load carrying capacity by 0~4% and the ductility capacity by 79% in comparison with the standard specimen (BSS) respectively.

Keywords

Acknowledgement

Supported by : 한국연구재단

References

  1. Korea Iron and Steel Institute. (2016). Forum for the Future value Creation of Steel Slag,
  2. Ministry of Environment. (2008). Promote Recycling of Construction Waste Enforcement Regulations Environmental Enforcement Ordinance of the Act No. 281.
  3. Ministry of Land, Transport and Maritime Affairs. (2009). Transport and Maritime Affairs, No. 772 of the Act on Palpation of Construction Waste Recycling Regulations Based on Article 35 of the Quality Standards for Recycled Aggregates Announcement, 1-82.
  4. The Korea Concrete Institute. (2010). Concrete and Environment, Kimoondang Publishing Company, 123-144
  5. Korea Institute of Public Administration. (2008). To Promote the Recycling of Construction Waste in Accordance with the Act Revised Regulatory Impact Analysis, 32-35.
  6. Ministry of Environment. (2014). Laws and enforcement ordinance and regulations on recycling promotion of construction wastes
  7. S. Wild, j. M. Kinuthia, r. B. Robinson & i. Humphreys. (1995). effects of ground granulated blast furnace slag (ggbs) on the strength and swelling properties of lime-stabilized kaolinite in the presence of sulphates, The mineralogical society, 31, 423-433
  8. Mirjana Malesev., Vlastimir Radonjanin., & Snezana Marinkovic. (2010). Recycled Concrete as Aggregate for Structural Concrete Production, Sustainability, 2, 1204-1225 https://doi.org/10.3390/su2051204
  9. Tushar R Sonawane., & Sunil S. Pimplikar. (2012). Use of Recycled Aggregate Concret, IOSR Journal of Mechanical and Civil Engineering. 52-59
  10. Song, S. H., Choi, K. S., You, Y. C., Kim, K. H., & Yoon, H. D. (2009). Flexural Behavior of Reinforced Recycled Aggregate Concrete Beams, Journal of the Korea Concrete Institute, 21(4), 431-439. https://doi.org/10.4334/JKCI.2009.21.4.431
  11. Ha, G. J. (2010). Improvement and Evaluation of Repair-Retrofit Performance of Reinforced Concrete Beam using High Ductile Fiber-Reinforced Mortar with Ground Granulated Blast Furnace Slag, Journal of Regional Association of Architectural Institute of Korea, 12(4), 261-270
  12. Ha, G. J., & Yi, D. R. (2010). Improvement and Evaluation of Structural Performance of Reinforced Concrete Beam using High Ductile Fiber-Reinforced Mortar with Ground Granulated Blast Furnace Slag, Journal of the Korea Institute for Structural Maintenance Inspection, Journal of Korea Concrete Institute, 14(6), 142-152
  13. Ha, G. J., Yi, D. R., & Ha, J. H. (2013). Evaluation of Structural Performance of RC Beams Retrofitted Steel Fiber consequential Replacement of Recycled Coarse Aggregate and Ground Granulated Blast Furnace Slag, Journal of the Korea Concrete Institute, 25(5), 477-484 https://doi.org/10.4334/JKCI.2013.25.5.477
  14. Ha, J. H., Ha, G. J., & Shin, J. H., (2015). Improvement and Seismic Performance Evaluation of RC Exterior Beam-Column Joints Using Recycled Coarse Aggregate with Hybrid Fiber, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(2), 160-169 https://doi.org/10.11112/jksmi.2015.19.2.160
  15. Lee, S. S., Won, C., Park, S. J., & Kim, D. S. (2000). A Study on the Engineering Properties of Concrete Using Blast-furnace Slag Powder, Journal of the Korea Concrete Institute, 12(4), 49-58 https://doi.org/10.22636/JKCI.2000.12.4.49
  16. V. C. Li., & C. K. Y. Leung. (1992). Steady state and multiple cracking of short random fiber composites, Journal of Engineering Mechanics, ASCE, 188(11), 2246-2264
  17. V. C. Li., S. Wang., & C. Wu. (2001). Tensile strain-hardening behavior of polyvinyl alcohol-engineered cementitious composite (PVA-ECC), ACI Materials Journal, 98(6), 483-492