Computers and Concrete

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A computational platform for seismic performance assessment of reinforced concrete bridge piers with unbonded reinforcing or prestressing bars

  • Kim, T.H. (Civil Engineering Research Team, Daewoo Institute of Construction Technology) ;
  • Park, J.G. (Department of Civil and Environmental Engineering, Sungkyunkwan University) ;
  • Kim, Y.J. (Civil Engineering Research Team, Daewoo Institute of Construction Technology) ;
  • Shin, H.M. (Department of Civil and Environmental Engineering, Sungkyunkwan University)
  • Received : 2006.12.05
  • Accepted : 2008.03.12
  • Published : 2008.04.25
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Abstract

This paper presents a nonlinear finite element analysis procedure for the seismic performance assessment of reinforced concrete bridge piers with unbonded reinforcing or prestressing bars. A computer program named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology) is used to analyze reinforced concrete structures; this program was also used in our study. Tensile, compressive and shear models of cracked concrete and models of reinforcing and prestressing steel were used account for material nonlinearity of reinforced concrete. The smeared crack approach was incorporated. To represent the interaction between unbonded reinforcing or prestressing bar and concrete, an unbonded reinforcing or prestressing bar element based on the finite element method was developed in this study. The proposed numerical method for the seismic performance assessment of reinforced concrete bridge piers with unbonded reinforcing or prestressing bars is verified by comparison of its results with reliable experimental results.

Keywords

References

  1. Chung, Y.-S., Park, C.-K. and Lee, E.-H. (2004), "Seismic performance and damage assessment of reinforced concrete bridge piers with lap-spliced longitudinal steels", Struct. Eng. Mech., 17(1), 99-112. https://doi.org/10.12989/sem.2004.17.1.099
  2. Harajli, M. H. (1990), "Effect of span-depth ratio on the ultimate steel stress in unbonded prestressed concrete members", ACI Struct. J., 87(3), 305-312.
  3. Ikeda, S., Hirose, S., Yamaguchi, T., and Nonaka, S. (2002), "Seismic performance of concrete piers prestressed in the critical section", The First Fib Congress, CD.
  4. Ito, T., Yamaguchi, T. and Ikeda, S. (1997), "Seismic performance of reinforced concrete piers prestressed in axial directon", Proc., JCI, 19(2), 1197-1202 (in Japanese).
  5. Kakuta, Y., Okamura, H. and Kohno, M. (1982), "New concepts for concrete fatigue design procedures in Japan", IABSE Colloquium of Fatigue of Steel and Concrete Structures, Lausanne, 51-58.
  6. Kato, B. (1979), "Mechanical properties of steel under load cycles idealizing seismic action", CEB Bulletin D'Information, 131, 7-27.
  7. Kawashima, K., Hosoiri, K., Shoji, G. and Sakai, J. (2001), "Effect of unbonding of main reinforcements at plastic hinge region for enhanced ductility of reinforced concrete bridge columns", Proc., JSCE, 689(I-57), 45-64, (in Japanese).
  8. Kwan, W.-P. and Billington, S. L. (2001), "Simulation of structural concrete under cyclic load", J. Struct. Eng., ASCE, 127(12), 1391-1401. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:12(1391)
  9. Kim, T.-H., Lee, K.-M., Chung, Y.-S. and Shin, H. M. (2005), "Seismic damage assessment of reinforced concrete bridge columns", Eng. Struct., 27(4), 576-592. https://doi.org/10.1016/j.engstruct.2004.11.016
  10. Kim, T.-H., Lee, K.-M. and Shin, H. M. (2002), "Nonlinear analysis of reinforced concrete shells using layered elements with drilling degree of freedom", ACI Struct. J., 99(4), 418-426.
  11. Kim, T.-H., Lee, K.-M., Yoon, C.-Y. and Shin, H. M. (2003), "Inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake. I: theory and formulation", J. Struct. Eng., ASCE, 129(9), 1199-1207. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:9(1199)
  12. Kim, T.-H., Park, J.-G., Jin, B.-M. and Shin, H. M. (2005), "Analytical study on the inelastic behavior of reinforced concrete bridge columns with unbonded tendons", Journal of the Korean Society of Civil Engineers, KSCE, 25(5A), 813-821, (in Korean).
  13. Kim, T.-H. and Shin, H. M. (2001), "Analytical approach to evaluate the inelastic behaviors of reinforced concrete structures under seismic loads", Journal of the Earthquake Engineering Society of Korea, EESK, 5(2), 113-124.
  14. Kim, T.-H. and Shin, H. M. (2005), "Analytical study on inelastic behavior of RC bridge columns with unbonding of main reinforcements at plastic hinge region", Journal of the Earthquake Engineering Society of Korea, EESK, 9(2), 29-36, (in Korean).
  15. Li, B., Maekawa, K. and Okamura, H. (1989), "Contact density model for stress transfer across cracks in concrete", Journal of the Faculty of Engineering, University of Tokyo (B), 40(1), 9-52.
  16. Maekawa, K., and Okamura, H. (1983), "The deformational behavior and constitutive equation of concrete using elasto-plastic and fracture model", Journal of the Faculty of Engineering, University of Tokyo (B), 37(2), 253-328.
  17. Mander, J. B., Panthaki, F. D. and Kasalanati, K. (1994), "Low-cycle fatigue behavior of reinforcing steel", J. Mater. Civ. Eng., ASCE, 6(4), 453-468. https://doi.org/10.1061/(ASCE)0899-1561(1994)6:4(453)
  18. Mander, J. B., Priestley, M. J. N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., ASCE, 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
  19. Mori, T., Park, D. K., Ikeda, S. and Yoshioka, T. (2002), "Seismic performance of prestressed concrete piers", The First Fib Congress, CD.
  20. Mutsuyoshi, H., Zatar, W. A. and Maki, T. (2001), "Seismic behavior of partially prestressed concrete piers", Proc., JSCE, 669(V-50), 27-38.
  21. Pandey, G. R. and Mutsuyoshi, H. (2004), "Seismic damage mitigation of reinforced concrete bridge piers by unbonding longitudinal reinforcements", 13th World Conference on Earthquake Engineering, CD.
  22. Ranasinghe, K., Mutsuyoshi, H., and Uchibori, H. (2002), "Cyclic testing of reinforced concrete columns with unbonded reinforcements", Proc., JCI, 24(2), 1141-1146.
  23. Shima, H., Chou, L. and Okamura, H. (1987), "Micro and macro models for bond behavior in reinforced concrete", Journal of the Faculty of Engineering, University of Tokyo (B), 39(2), 133-194.
  24. Sun Y.-P. and Sakino, K. (2000), "A comprehensive stress-strain model for high strength concrete confined by circular transverse reinforcement", The 6th ASCCS International Conference on Steel-Concrete Composite Structures, University of Southern California, 1067-1074.
  25. Taylor, R. L. (2000), FEAP - A finite element analysis program, version 7.2 users manual, volume 1 and volume 2, Department of Civil and Environmental Engineering, University of California at Berkeley.

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