Computers and Concrete

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Simulation study on dynamic response of precast frames made of recycled aggregate concrete

  • Pham, ThiLoan (Department of Structural Engineering, Tongji University) ;
  • Xiao, Jianzhuang (Department of Structural Engineering, Tongji University) ;
  • Ding, Tao (Department of Structural Engineering, Tongji University)
  • Received : 2015.05.22
  • Accepted : 2015.10.28
  • Published : 2015.10.25
⟨ Previous Next ⟩

Abstract

3-dimentional precast recycled aggregate concrete (RAC) finite element models were developed by means of the platform OpenSees to implement sophisticated nonlinear model subjected to seismic loads. Efforts were devoted to the dynamic responses (including dynamic characteristics, acceleration amplifications, displacements, story drifts) and capacity curve. In addition, this study extended the prediction on dynamic response of precast RAC model by parametric study of material properties that represent the replacement percentage of recycled coarse aggregate (RCA). Principles and assumptions that represent characteristics of precast structure and influence of the interface between head of column and cast-in-place (CIP) joint on the stiffness of the joints was put forward and validated by test results. The comparison between simulated and tested results of the precast RAC frame shows a good correlation with most of the relative errors about 25% in general. Therefore, the adopted assumptions and the platform OpenSees are a viable approach to simulate the dynamic response of precast frames made of RAC.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China

References

  1. Bhikshma, V. and Kishore, R. (2010), "Development of stress-strain curves for recycled aggregate concrete", Asian J. Civ. Eng., 11(2), 253-261.
  2. Cao, W.L., Yin, H.P. and Zhang, J.W. (2011), "Seismic behavior experiment of recycled concrete frame structures", J. Beijing University Tech., 37(2), 191-198. (in Chinese)
  3. Chinese Standard GB 50011-2010 (2008), Code for Seismic Design of Buildings, Chinese Building Press, Beijing, China.
  4. D'Amato, M., Braga, F., Gigliotti, R., Kunnath, S.K. and Laterza, M. (2012), "A numerical general-purpose confinement model for non-linear analysis of R/C members", Comput. Struct., 102, 64-75.
  5. Du, Y.F. and Wang, S.L. (2015), "Shaking table test of high performance RAC frame structure under rare earthquake", The 3rd International Conference on Mechatronics, Robotics and Automation (ICMRA 2015).
  6. Fathifazl, G., Razaqpu, A.G. and Isgor, O.B. (2010), "Shear strength of reinforced recycled concrete beams with wtirrups", Mag. Concr. Res., 62(10), 685-699. https://doi.org/10.1680/macr.2010.62.10.685
  7. Fathifazl, G., Razaqpur, A.G. and Isgor, O.B. (2009), "Flexural performance of steel-reinforced recycled concrete beams", ACI Struct. J., 106(6), 858-867.
  8. Filippou, F.C., D'Ambrisi, A. and Issa, A. (1992), "Nonlinear static and dynamic analysis of reinforced concrete subassemblages", Report No. UCB/EERC-92/08, Earthq. Eng. R. Center, University of California, Berkeley.
  9. Fonseca, N., Brito, J. and Evangelista, L. (2011), "The influence of curing conditions on the mechanical performance of concrete made with recycled concrete waste", Cement Concrete Compos., 33(6), 637-643. https://doi.org/10.1016/j.cemconcomp.2011.04.002
  10. Gavali, P.G. and Shah, M.S. (2008), "Earthquake simulations of large scale structures using opensees software on grid and high performance computing in India", The 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.
  11. Kent, D.C. and Park, R. (1971), "Flexural members with confined concrete", ASCE J. Struct. Div., 97(7), 1969-1990.
  12. Limbachiya, M.C. (2004), "Performance of recycled aggregate concrete", RILEM International Symposium on Environent-Consciuos Material and Systems for Sustainable Development, RILEM Publications SARL.
  13. Lo, C.Y. (2008), "Comparison of recycled and natural aggregate properties", The 3rd ACF International Conference-ACF/VCA, Ho Chi Minh, November.
  14. Mander, B., Priestley, M.J.N. and Park, R. (1988), "Observed stress-strain behavior of confined concrete", J. Struct. Eng., ASCE, 114(8), 1827-1849. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1827)
  15. Mazzoni, S., Mckenna, F. and Fenves, G.L. (2011), "Open system for earthquake engineering simulation user command language manual", Version 2.3.2. Pacific Earthq. Eng. R. Center, University of California, Berkeley.
  16. Morales, J.D. (2011), "Numerical simulations of steel frames equipped with friction-damped diagonal-bracing devices", The Department of Building, Civil & Environmental Engineering, Concordia University, Montreal, Quebec.
  17. Montya, E. (2000), "Modeling of confined concrete", Department of Civil Engineering, University of Toronto: National Library of Canada.
  18. Neuenhofer, A. and Filippou, F.C. (1997), "Evaluation of nonlinear frame finite element models", J. Struct. Eng., ASCE, 123, 958-966. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:7(958)
  19. Orakcal, K., Massone, L.M. and Wallace, J.M. (2006), "Analytical modeling of reinforced concrete walls for predicting flexural and coupled-shear-flexural responses", Pacific Earthq. Eng. R. Center, College of Engineering University of California, Berkeley.
  20. Parekh, D.N. and Modhera, C.D. (2011), "Characterization of recycled aggregate concrete", Int. J. Adv. Eng. Tech., 2(4), 321-330.
  21. Quaranta, G., Kunnath, S.K. and Sukumar, N. (2012), "Maximum-entropy meshfree method for nonlinear static analysis of planar reinforced concrete structures", Eng. Struct., 42, 179-189. https://doi.org/10.1016/j.engstruct.2012.04.020
  22. Paulay, T. and Priestley, M.J.N. (1992), Seismic design of reinforced concrete and masonary buildings, John Wiley & Sons, Inc., USA.
  23. Rinawi, A.M. and Clough, R.W. (1991), "Shaking table-structure interaction", Report to the national Science Foundation 1991. Report No.UCB/EERC-91/13.
  24. Scott, B.D., Park, R. and Priestley, M.J.N. (1982), "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates", J. Am. Concr. Inst., 79(1), 13-27.
  25. Taucer, F.T., Enrico, S. and Filippou, F.C. (1991), "A fiber beam-column element for seismic response analysis of reinforced concrete structurees", Earthq. Eng. R. Center, College of Eng., Univ. of California, Berkeley.
  26. Valipour, H.R. and Foster, S.J. (2007), "A novel flexibility based beam-column element for nonlinear analysis of reinforced concrete frames", The University of New South Wales.
  27. Xiao, J.Z., Sun, Y.D. and Falkner, H. (2006), "Seismic performance of frame structures with recycled aggregate concrete", Eng. Struct., 28(1), 1-8. https://doi.org/10.1016/j.engstruct.2005.06.019
  28. Xiao, J.Z., Tawana, M.M. and Wang, P.J. (2010), "Test on the seismic performance of frame joints with pre-cast recycled concrete beams and columns", Proceedings of the 2nd International Conference on Waste Engineering and Management, Shanghai, China, October.
  29. Xiao, J.Z., Li, W.G., Fan, Y.H. and Huang, X. (2012), "An overview of study on recycled aggregate concrete in China (1996-2011)", Constr. Build. Mater., 31, 364-383. https://doi.org/10.1016/j.conbuildmat.2011.12.074
  30. Xiao, J.Z., Pham, T.L., Wang, P.J. and Gao, G. (2014a), "Behaviors of semi-precast composite beams made with recycled aggregate concrete", Struct. Des. Tall Spec. Build., 23(9), 692-712. https://doi.org/10.1002/tal.1071
  31. Xiao, J.Z., Wang, C.Q., Pham, T.L., Yang, Z.J. and Ding, T. (2014b), "Nonlinear analysis and test validation on seismic performance of a recycled aggregate concrete space frame", Struct. Des. Tall Spec. Build., 23(18), 1381-1405. https://doi.org/10.1002/tal.1148
  32. Xiao, J.Z., Pham, T.L. and Ding, T. (2015a), "Shake table test on a precast frame structure with recycled aggregate concrete", Adv. Struct. Eng., 18(9), 1517-1534. https://doi.org/10.1260/1369-4332.18.9.1517
  33. Xiao, J.Z., Sun, C. and Jiang, X.H. (2015b), "Flexural behaviour of recycled aggregate concrete graded slabs", Struct. Concrete, 16, 249-261. https://doi.org/10.1002/suco.201400008
  34. Yassin, M.H.M. (1994), "Nonlinear analysis of prestressed concrete structures under monotonic and cyclic loads", University of California. Berkeley, California.
  35. Zhang, C.Q., Zhou, Y. and Lu, X.L. (2012), "Comparative experimental study on the seismic performance of reinforced totally-recycled concrete frame and smi-recycled concrete frame", 15 WCEE, Lisbon, September.

Cited by

  1. Mechanical behavior of concrete comprising successively recycled concrete aggregates vol.5, pp.4, 2015, https://doi.org/10.12989/acc.2017.5.4.303
  2. The Dynamic Mechanical Properties for Recycled Aggregate Concrete under Tensile-Compressive States vol.24, pp.5, 2015, https://doi.org/10.1007/s12205-020-2307-0