Structural Engineering and Mechanics

  • 제71권4호
  • /
  • Pages.363-375
  • /
  • 2019
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Nonlinear responses of energy storage pile foundations with fiber reinforced concrete

  • Tulebekova, Saule (Department of Civil and Environmental Engineering, Nazarbayev University) ;
  • Zhang, Dichuan (Department of Civil and Environmental Engineering, Nazarbayev University) ;
  • Lee, Deuckhang (Department of Civil and Environmental Engineering, Nazarbayev University) ;
  • Kim, Jong R. (Department of Civil and Environmental Engineering, Nazarbayev University) ;
  • Barissov, Temirlan (Department of Civil and Environmental Engineering, Nazarbayev University) ;
  • Tsoy, Viktoriya (Department of Civil and Environmental Engineering, Nazarbayev University)
  • 투고 : 2019.03.15
  • 심사 : 2019.04.05
  • 발행 : 2019.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

A renewable energy storage pile foundation system is being developed through a multi-disciplinary research project. This system intends to use reinforced concrete pile foundations configured with hollowed sections to store renewable energy generated from solar panels attached to building structures in the form of compressed air. However previous research indicates that the compressed air will generate considerable high circumferential tensile stresses in the concrete pile, which requires unrealistic high hoop reinforcement ratio to avoid leakage of the compressed air. One possible solution is to utilize fiber reinforced concrete instead of placing the hoop reinforcement to resist the tensile stress. This paper investigates nonlinear structural responses and post-cracking behavior of the fiber reinforced concrete pile subjected to high air pressure through nonlinear finite element simulations. Concrete damage plasticity models were used in the simulation. Several parameters were considered in the study including concrete grade, fiber content, and thickness of the pile section. The air pressures which the pile can resist at different crack depths along the pile section were identified. Design recommendations were provided for the energy storage pile foundation using the fiber reinforced concrete.

키워드

과제정보

연구 과제번호 : Development of a Renewable Energy Storage System using Reinforced Concrete Foundations

연구 과제 주관 기관 : Nazarbayev University

참고문헌

  1. ABAQUS (2010), "Abaqus 6.10 analysis user's manual", Dassault Systemes; France.
  2. Agibayeva, A., Ju, H., Zhang, D., Moon, S.W., Kim, J. and Lee, D.H. (2018), "Application of CFT Pile foundation as an energy storage media, joint NU-SNU mini-symposium on the design and analysis of innovative structural and geotechnical systems", The 2018 International Conference on Advances in Computational Design, Incheon, Korea, August.
  3. Bektimirova, U., Shon, C., Zhang, D., Sharafutdinov, E. and Kim, J. (2018), "Proportioning and characterization of reactive powder concrete for an energy storage pile application", Appl. Sci., 8(12), 2507. https://doi.org/10.3390/app8122507.
  4. Bektimirova, U., Tleuken, A., Satekenova, E., Shon, C., Zhang, D. and Kim, J. (2017), "Preliminary experimental investigation on the strength and air permeability of reactive powder concrete", Mater. Sci. Forum, 917, 321-328. https://doi.org/10.4028/www.scientific.net/MSF.917.321.
  5. Drucker, D.C. and Prager, W. (1952), "Soil mechanics and plastic analysis on limit design", J. Appl. Math., 10, 157-165.
  6. Federation internationale du beton (2008), Constitutive Modelling of High Strength/high Performance Concrete, The International Federation for Structural Concrete (fib), Switzerland.
  7. Hafezolghorani, M., Hejazi, F., Vaghei, R., Jaafar, M.S.B. and Karimzade, K. (2017), "Simplified damage plasticity model for concrete", Struct. Eng. Int., 27(1), 68-78. https://doi.org/10.2749/101686616X1081
  8. Hassan, A.M.T., Jones, S.W. and Mahmud, G.H. (2012), "Experimental test methods to determine the uniaxial tensile and compressive behavior of ultra high performance fiber reinforced concrete (UHPFRC)", Construct. Build. Mater. 37, 874-882. https://doi.org/10.1016/j.conbuildmat.2012.04.030.
  9. Hayter, S. and Kandt, A. (2011), "Renewable energy applications for existing buildings", NREL/CP-7A40-52172; National Renewable Energy Lab. (NREL), Golden, CO, USA.
  10. Kim, S., Ko, J., Kim, S., Soo, H. and Tummalapudi, M. (2017), "Investigation of a small-scale compressed air energy storage pile as a foundation system", Geotechnical Frontiers 2017, Orlando, Florida, USA, March. https://doi.org/10.1061/9780784480472.011.
  11. Ko, J., Seo, H., Kim, S. and Kim, S. (2018), "Numerical analysis for mechanical behavior of pipe pile utilized for compressed air energy storage", IFCEE 2018, Orlando, Florida, USA, March. https://doi.org/10.1061/9780784481578.068.
  12. Kupfer, B.H. and Gerstle, K.H. (1973), "Behavior of concrete under biaxial stresses", J. Eng. Mech. Division, 99(4), 853-866. https://doi.org/10.1061/JMCEA3.0001789
  13. Kwak, Y.K., Marc, O.E., Kim, W.S. and Kim, J. (2002), "Shear strength of steel fiber-reinforced concrete beams without stirrups", ACI Struct. J., 99(4), 530-538. https://doi.org/10.4025/actascitechnol.v36i3.19005.
  14. Kwan, A.K.H. and Chu, S.H. (2018), "Direct tension behavior of steel fiber reinforced concrete measured by a new test method", Eng. Struct., 176(2018), 324-336. https://doi.org/10.1016/j.engstruct.2018.09.010.
  15. Lee, S.C., Oh, J.H. and Cho, J.Y. (2016), "Fiber efficiency in SFRC members subjected to uniaxial tension", Construct. Build. Mater., 113(2016), 479-487. https://doi.org/10.1016/j.conbuildmat.2016.03.076.
  16. Rugolo, J. and Aziz, M. (2012), "Electricity storage for intermittent renewable sources", Energy Environ. Sci., 5(5), 7151-7160. https://doi.org/10.1039/c2ee02542f
  17. Sabirova, A., Zhang, D., Kim, J., Nguyen, M. and Shon, C. (2016), "Development of a reinforced concrete foundation system for renewable energy storage", Proceedings of the 8th Asian Young Geotechnical Engineering Conference, Astana, Kazakhstan, August.
  18. Sun, M., Chen, Y., Zhu, J., Sun, T., Shui, Z., Ling, G., Zhong, H. and Zheng, Y. (2019), "Effect of modified polyvinyl alcohol fibers on the mechanical behavior of engineered cementitious composites", Materials, 12(1), 37. https://doi.org/10.3390/ma12010037.
  19. Tulebekova, S., Saliyev, D., Zhang, D., Kim, J., Karabay, A., Turlybek, A. and Kazybayeva, L. (2017), "Preliminary analytical study on the feasibility of using reinforced concrete pile foundations for renewable energy storage by compressed air energy storage technology", IOP Conference Series: Materials Science and Engineering, IOP Publishing Ltd., London, United Kingdom.
  20. Wan, G., Fleischman, R.B. and Zhang, D. (2012), "Effect of spandrel beam to double tee connection characteristic on flexure-controlled precast diaphragms", ASCE J. Struct. Eng., 138(2), 247-258. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000426.
  21. Wan, G., Zhang, D., Fleischman, R.B. and Naito, C.J. (2015), "A coupled connector element for nonlinear static pushover analysis of precast concrete diaphragms", Eng. Struct., 86(1), 58-71. https://doi.org/10.1016/j.engstruct.2014.12.029.
  22. Walahathantri, B.L., Thambiratnam, D.P., Chan, T.H.T. and Fawzia, S. (2011), "A material model for flexural crack simulation in reinforced concrete elements using ABAQUS", eddBE2011 Proceedings.
  23. Wille, K., El-Tawil, S. and Naaman, A.E. (2014), "Properties of strain hardening ultra high performance fiber reinforced concrete (UHP-FRC) under direct tensile loading", Cement Concrete Compos., 48(2014), 53-66. https://doi.org/10.1016/j.cemconcomp.2013.12.015.
  24. Yoo, D.Y. and Banthia, N. (2015), "Numerical simulation on structural behavior of UHPFRC beams with steel and GFRP bars", Comput. Concrete, 5, 759-774. https://doi.org/10.12989/cac.2015.16.5.759.
  25. Yu, K., Jiangtao, Y., Dai, J.G., Lu, Z.D. and Shah, S.P. (2017), "Development of ultra-high performance engineered cementitious composites using polyethylene (PE) fibers", Construct. Build. Mater., 158, https://doi.org/10.1016/j.conbuildmat.2017.10.040.
  26. Zhang, D., Fleischman, R.B., Naito, C.J. and Zhang, Z. (2016). "Development of diaphragm connector elements for three-dimensional nonlinear dynamic analysis of precast concrete structures", Adv. Struct. Eng., 19(2), 187-202. https://doi.org/10.1177/1369433215624319.
  27. Zhang, D., Kim, J., Tulebekova, S., Saliyev, D. and Lee, D.H. (2018), "Structural responses of reinforced concrete pile foundations subjected to pressures from compressed air for renewable energy storage", J. Concrete Struct. Mater., 12, 74. https://doi.org/10.1186/s40069-018-0294-z.
  28. Zhang, L., Ahmari, S., Sternberg, B. and Budhu, M. (2012), "Feasibility study of compressed air energy storage using steel pipe piles", GeoCongress 2012, California, USA, March. https://doi.org/10.1061/9780784412121.439.
  29. Zhu, H., Wan, K.T., Satekenova E., Zhang, D., Leung C. and Kim J. (2018) "Development of lightweight strain hardening cementitious composite for structural retrofit and energy efficiency improvement of unreinforced masonry housings", Construct. Build. Mater., 167, 791-812. https://doi.org/10.1016/j.conbuildmat.2018.02.033.

피인용 문헌

  1. Application of steel-concrete composite pile foundation system as energy storage medium vol.77, pp.6, 2021, https://doi.org/10.12989/sem.2021.77.6.753