Structural Engineering and Mechanics

  • 제69권3호
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  • Pages.243-255
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  • 2019
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Fiber element-based nonlinear analysis of concrete bridge piers with consideration of permanent displacement

  • 투고 : 2018.10.25
  • 심사 : 2018.12.30
  • 발행 : 2019.02.10
⟨ 이전 논문 다음 논문 ⟩

초록

Utilization of fiber beam-column element has gained considerable attention in recent years due mainly to its ability to model distributed plasticity over the length of the element through a number of integration points. However, the relatively high sensitivity of the method to modeling parameters as well as material behavior models can pose a significant challenge. Residual drift is one of the seismic demands which is highly sensitive to modeling parameters and material behavior models. Permanent deformations play a prominent role in the post-earthquake evaluation of serviceability of bridges affected by a near-fault ground shaking. In this research, the influence of distributed plasticity modeling parameters using both force-based and displacement-based fiber elements in the prediction of internal forces obtained from the nonlinear static analysis is studied. Having chosen suitable type and size of elements and number of integration points, the authors take the next step by investigating the influence of material behavioral model employed for the prediction of permanent deformations in the nonlinear dynamic analysis. The result shows that the choice of element type and size, number of integration points, modification of cyclic concrete behavior model and reloading strain of concrete significantly influence the fidelity of fiber element method for the prediction of permanent deformations.

키워드

참고문헌

  1. Alemdar, B.N. and White, D.W. (2005), "Displacement, flexibility, and mixed beam-column finite element formulations for distributed plasticity analysis", J. Struct. Eng., 131(12), 1811-1819. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:12(1811)
  2. Alemdar, V.Z., Matamoros, A.B. and Browning, J. (2013), "High-resolution modeling of reinforced concrete bridge columns under seismic loading", ACI Struct. J., 110(5), 745-754.
  3. Ansari, M., Ansari, M. and Safiey, A. (2018), "Evaluation of seismic performance of mid-rise reinforced concrete frames subjected to far-field and near-field ground motions", Earthq. Struct., 15(5), 453-462. https://doi.org/10.12989/EAS.2018.15.5.453
  4. Ansari, M., Daneshjoo, M. and Soltani, M. (2017), "On Estimation of seismic residual displacements in reinforced concrete single-column bridges through force-displacement method", Int. J. Civil Eng., 15(4), 473-486. https://doi.org/10.1007/s40999-016-0079-1
  5. Bahadori, A. and Ghassemieh, M. (2016), "Seismic evaluation of I-shaped beam to box-column connection with top and seat plates by the component method", SHARIF: Civil Eng., 322(21), 129-138.
  6. Bas, S. and Kalkan, I. (2016), "The effect of vertical earthquake motion on an R/C structure", Struct. Eng. Mech., 59(4), 719-737. https://doi.org/10.12989/sem.2016.59.4.719
  7. Beery, M.P. and Eberhand, M.O. (2008), "Performance modeling strategies for modern reinforced concrete bridge columns", PEER Report 2007/07, Pacific Earthq. Eng. Res. Center, Univ. of California, Berkeley, U.S.A.
  8. Calabrese, A., Almeida, J.P. and Pinho, R. (2010), "Numerical issues in distributed inelasticity modeling of RC frame elements for seismic analysis", J. Earthq. Eng., 14(S1), 38-68. https://doi.org/10.1080/13632461003651869
  9. Choi, H., Saiidi, S., Somerville, P. and El-Azizy, S. (2010), "Experimental study of reinforced concrete bridge columns subjected to near-fault ground motions", ACI Struct. J., 107(1), 3-12.
  10. Du, K., Sun, J. and Xu, W. (2012), "The division of element, section and fiber in fiber model", J. Earthq. Eng. Eng. Vibr., 32(5), 39-46.
  11. Fahmy, M., Wu, Z., Wu, G. and Sun, Z. (2010), "Post-yield stiffness and residual deformations of RC bridge columns reinforced with ordinary rebars and steel fiber composite bars", J. Eng. Struct., 124(32), 2969-2983. https://doi.org/10.1016/j.engstruct.2010.05.016
  12. Guyen, P.C. and Kim, S.E. (2014), "Distributed plasticity approach for time-history analysis of steel frames including nonlinear connections", J. Constr. Steel Res., 100, 36-49. https://doi.org/10.1016/j.jcsr.2014.04.012
  13. Hashemi, S.S. and Vaghefi, M. (2015), "Investigation of bond slip effect on the P-M interaction surface of RC columns under biaxial bending", Sci. Iran J. Trans. A, 22(2), 388-399.
  14. Huang, X. and Kwon, O. (2015), "Numerical models of RC elements and their impacts on seismic performance assessment", Earthq. Eng. Struct. Dyn., 44, 283-298. https://doi.org/10.1002/eqe.2471
  15. Huang, Z.M. and Chen, T. (2003), "Comparison between flexibility-based and stiffness-based nonlinear beam-column elements", Eng. Mech., 20(5), 24-31. https://doi.org/10.3969/j.issn.1000-4750.2003.05.005
  16. Huff, T. (2016), "Estimating residual seismic displacement for bilinear oscillators", Pract. Periodic. Struct. Des. Constr., 21(2), 04016003-1-11. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000282
  17. Jeong, H.I., Sakai, J. and Mahin, S.A. (2008), "Shaking table tests and numerical investigation of self-centering reinforced concrete bridge columns", PEER Report 2008/06, Pacific Earthq. Eng. Res. Center, Univ. of California, Berkeley, California, U.S.A.
  18. Kampitsis, A.E., Giannakos, S., Gerolymos, N. and Sapountzakis, E.J. (2015), "Soil-pile interaction considering structural yielding: Numerical modeling and experimental validation", Eng. Struct., 99, 319-333. https://doi.org/10.1016/j.engstruct.2015.05.004
  19. Karaton, M. (2014), "Comparisons of Elasto-fiber and fiber & Bernoulli-Euler reinforced concrete beam-column elements", Struct. Eng. Mech., 51(1), 89-110. https://doi.org/10.12989/sem.2014.51.1.089
  20. Karsan, I.D. and Jirsa, J.O. (1969). "Behavior of concrete under compressive loading", ASCE J. Struct. Div., 95(ST-12).
  21. Lee, W.K. and Billington, S. (2010), "Modeling residual displacement of concrete bridge columns under earthquake loads using fiber elements", J. Brid. Eng., 15(3), 240-249. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000059
  22. Li, S., Zhai, CH. and Xie, L.L. (2012), "Evaluation of displacement-based, force-based and plastic hinge elements for structural non-linear static analysis", Adv. Struct. Eng., 15(3), 503-514.
  23. Mander, J.B. and Cheng, C.T. (1997), "Seismic resistance of bridge piers based on damage avoidance design", Report No. NCEER-97-0014, Department of Civil and Environmental Engineering, State University of New York at Buffalo, New York, U.S.A.
  24. OpenSees (2008), Open System for Earthquake Engineering Simulation, .
  25. Petrone, F., Shan, L. and Kunnath, S.K. (2016), "Modeling of RC frame buildings for progressive collapse analysis", Int. J. Concrete Struct. Mater., 10(1), 1-13. https://doi.org/10.1007/s40069-016-0126-y
  26. Phan, V., Saiidi, S., Anderson, J. and Ghasemi, H. (2007), "Near-fault ground motion effects on reinforced concrete bridge columns", J. Struct. Eng., 133(7), 982-989. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:7(982)
  27. Ramin, K. and Fereidoonfar, M. (2015), "Finite element modeling and nonlinear analysis for seismic assessment of off-diagonal steel braced RC frame", Int. J. Concrete Struct. Mater., 9(1), 89-118. https://doi.org/10.1007/s40069-014-0089-9
  28. Roh, H., Reinhorn, A.M. and Lee, J.S. (2012), "Power spread plasticity model for inelastic analysis of reinforced concrete structures", Eng. Struct., 39, 148-161. https://doi.org/10.1016/j.engstruct.2012.01.019
  29. Sadeghi, K. and Nouban, F. (2017), "behavior modeling and damage quantification of confined concrete under cyclic loading", Struct. Eng. Mech., 61(5), 625-635 https://doi.org/10.12989/sem.2017.61.5.625
  30. Shu, Z. and Zhang, J. (2018), "Dimensional estimation of residual-drift demands for bilinear bridges under near-fault ground motions", J. Brid. Eng., 23(11), 04018087-1-19. https://doi.org/10.1061/(asce)be.1943-5592.0001298
  31. Taucer, F.F. and Spacone, E. (1991), "A fiber beam-column element for seismic response analysis of reinforced concrete structures", Report No. UCB/EERC-91-17, Earthquake Engineering Research Center, College of Engineering, University of California, Berkley, California, U.S.A.
  32. Terzic, V. (2011), "Force-based element vs. Displacement-based element", Pacific Earthquake Engineering Research Center (PEER), University of California, Berkeley, California, U.S.A.
  33. Wang, Z., Song, W., Wang, Y. and Wei, H. (2011), "Numerical analytical model for seismic behavior of prestressing concrete bridge column systems", J. Proc. Eng., 14(7), 2333-2340. https://doi.org/10.1016/j.proeng.2011.07.294
  34. Zendaoui, A., Kadid, A. and Yahiaoui, D. (2016), "Comparison of different numerical models of RC elements for predicting the seismic performance of structures", Int. J. Concrete Struct. Mater., 10(4), 461-478. https://doi.org/10.1007/s40069-016-0170-7

피인용 문헌

  1. Fragility-based performance evaluation of mid-rise reinforced concrete frames in near field and far field earthquakes vol.76, pp.6, 2020, https://doi.org/10.12989/sem.2020.76.6.751
  2. Seismic performance of low-rise reinforced concrete moment frames under carbonation corrosion vol.20, pp.2, 2019, https://doi.org/10.12989/eas.2021.20.2.215