Steel and Composite Structures

  • 제21권1호
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  • Pages.109-122
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Influence of creep on dynamic behavior of concrete filled steel tube arch bridges

  • Ma, Yishuo (School of Civil Engineering, Beijing Jiaotong University) ;
  • Wang, Yuanfeng (School of Civil Engineering, Beijing Jiaotong University) ;
  • Su, Li (School of Civil Engineering, Beijing Jiaotong University) ;
  • Mei, Shengqi (School of Civil Engineering, Beijing Jiaotong University)
  • 투고 : 2015.10.30
  • 심사 : 2016.03.04
  • 발행 : 2016.05.20
⟨ 이전 논문 다음 논문 ⟩

초록

Concrete creep, while significantly changing the static behaviors of concrete filled steel tube (CFST) structures, do alter the structures' dynamic behaviors as well, which is studied quite limitedly. The attempt to investigate the influence of concrete creep on the dynamic property and response of CFST arch bridges was made in this paper. The mechanism through which creep exerts its influence was analyzed first; then a predicative formula was proposed for the concrete elastic modulus after creep based on available test data; finally a numerical analysis for the effect of creep on the dynamic behaviors of a long-span half-through CFST arch bridge was conducted. It is demonstrated that the presence of concrete creep increases the elastic modulus of concrete, and further magnifies the seismic responses of the displacement and internal force in some sections of the bridge. This influence is related closely to the excitation and the structure, and should be analyzed case-by-case.

키워드

과제정보

연구 과제 주관 기관 : Natural Science Foundation of China

참고문헌

  1. Aldemir, U., Yanik, A. and Bakioglu, M. (2012), "Control of structural response under earthquake excitation", Comput.-Aided Civil Infra. Eng., 27(8), 620-638. https://doi.org/10.1111/j.1467-8667.2012.00776.x
  2. Alizadeh, R., Beaudoin, J.J. and Raki, L. (2010), "Viscoelastic nature of calcium silicate hydrate", Cement Concrete Compos., 32(5), 369-376. https://doi.org/10.1016/j.cemconcomp.2010.02.008
  3. Bazant, Z.P. (1972), "Prediction of concrete creep effects using age-adjusted effective modulus method", J. Am. Concrete Inst., 69(20), 212-217.
  4. Bazant, Z.P. (1988), Mathematical Modeling of Creep and Shrinkage of Concrete, John Wiley & Sons, Chichester and New York, NY, USA.
  5. Bazant, Z.P. and Baweja, S. (2000), "Creep and shrinkage prediction model for analysis and design of concrete structures: Model B3", ACI Special Publications, 194, 1-84.
  6. Bazant, Z.P. and Prasannan, S. (1989a), "Solidification theory for concrete creep. I: Formulation", J. Eng. Mech., 115(8), 1691-1703. https://doi.org/10.1061/(ASCE)0733-9399(1989)115:8(1691)
  7. Bazant, Z.P. and Prasannan, S. (1989b), "Solidification theory for concrete creep. II: Verification and application", J. Eng. Mech., 115(8), 1704-1725. https://doi.org/10.1061/(ASCE)0733-9399(1989)115:8(1704)
  8. Cook, D.J. and Chindaprasirt, P. (1980), "Influence of loading history upon the compressive properties of concrete", Mag. Concrete Res., 32(111), 89-100. https://doi.org/10.1680/macr.1980.32.111.89
  9. Davis, R.E. and Davis, H.E. (1931), "Flow of concrete under the action of sustained load", J. Am. Concrete Inst., 2(7), 837-901.
  10. Federation Internationale du Beton (FIB) (2010), CEB-FIP Model Code 2010.
  11. Felippa, C.A. and Haugen, B. (2005), "A unified formulation of small-strain corotational finite elements: I. Theory", Comput. Method. Appl. Mech. Eng., 194(21-24), 2285-2335. https://doi.org/10.1016/j.cma.2004.07.035
  12. Ghodrati Amiri, G., Abdolahi Rad, A. and Khorasani, M. (2012), "Generation of Near-Field Artificial Ground Motions Compatible with Median Predicted Spectra Using PSO-based Neural Network and Wavelet Analysis", Comput.-Aided Civil and Infrastructure Engineering, 27(9), 711-730. https://doi.org/10.1111/j.1467-8667.2012.00783.x
  13. Graf, W., Freitag, S., Kaliske, M. and Sickert, J.U. (2010), "Recurrent neural networks for uncertain timedependent structural behavior", Computer-Aided Civil Infra. Eng., 25(5), 322-333. https://doi.org/10.1111/j.1467-8667.2009.00645.x
  14. Hu, S.D., Wang, J.J., Wei, H.Y. and Ye, A.J. (2001), "Seismic behavior analysis of Yajisha Bridge", Railway Standard Design, 21(6), 21-25.
  15. Huang, R.Y., Mao, I.S. and Lee, H.K. (2010), "Exploring the Deterioration Factors of Bridges: A Rough Set Theory Approach", Computer-Aided Civil Infra. Eng., 25(7), 517-529. https://doi.org/10.1111/j.1467-8667.2010.00665.x
  16. Ma, Y.S. (2013), "Creep influence on static and dynamic reliability of long-span concrete filled steel tube arch bridges", Ph.D. Dissertation; Beijing Jiaotong University, Beijing, China.
  17. Ma, Y.S. and Wang, Y.F. (2013), "Creep effects on the reliability of concrete-filled steel tube arch bridge", J. Bridge Eng., 18(10), 1-10. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000448
  18. Ma, Y.S., Wang, Y.F. and Mao, Z.K. (2011), "Creep effects on dynamic behavior of concrete filled steel tube arch bridge", Struct. Eng. Mech., Int. J., 37(3), 321-330. https://doi.org/10.12989/sem.2011.37.3.321
  19. Malvern, L. (1969), Introduction to the Mechanics of a Continuous Medium, Prentice Hall, New York.
  20. Naguib, W. and Mirmiran, A. (2003), "Creep modeling for concrete-filled steel tubes", J. Construct. Steel Res., 59(11), 1327-1344. https://doi.org/10.1016/S0143-974X(03)00085-3
  21. Nour-Omid, B. and Rankin, C.C. (1991), "Finite rotation analysis and consistent linearization using projectors", Comput. Method. Appl. Mech. Eng., 93(3), 353-384. https://doi.org/10.1016/0045-7825(91)90248-5
  22. O'Byrne, M., Schoefs, F., Ghosh, B. and Pakrashi, V. (2013), "Texture Analysis Based Damage Detection of Ageing Infrastructural Elements", Computer-Aided Civil Infra. Eng., 28(3), 162-177. https://doi.org/10.1111/j.1467-8667.2012.00790.x
  23. Qin, J. and Faber, M.H. (2012), "Risk management of large RC structures within a spatial information system", Computer-Aided Civil Infra. Eng., 27(6), 385-405. https://doi.org/10.1111/j.1467-8667.2012.00757.x
  24. Rankin, C.C. and Brogan, F.A. (1986), "An element independent corotational procedure for the treatment of large rotations", J. Press. Vessel Technol., 108(2), 165-174. https://doi.org/10.1115/1.3264765
  25. Sapountzakis, E.J. and Katsikadelis, J.T. (2003), "Creep and shrinkage effect on the dynamic analysis of reinforced concrete slab-and-beam structures", J. Sound Vib., 260(3), 403-416. https://doi.org/10.1016/S0022-460X(02)00938-0
  26. Shao, X.D., Peng, J.X., Li, L.F., Yan, B.F. and Hu, J.H. (2010), "Time-dependent behavior of concrete-filled steel tubular arch bridge", J. Bridge Eng., 15(1), 98-107. https://doi.org/10.1061/(ASCE)1084-0702(2010)15:1(98)
  27. Terrey, P.J., Bradford, M.A. and Gilbert, R.I. (1994), "Creep and shrinkage of concrete in concrete-filled circular steel tubes", Proceeding of 6th International Symposium on Tubular Structures, Melbourne, Australia, December.
  28. Wang, Y.F. and Zhang, D.J. (2009), "Creep-effect on mechanical behavior of concrete confined by FRP under axial compression", J. Eng. Mech., 135(11), 1315-1322. https://doi.org/10.1061/(ASCE)0733-9399(2009)135:11(1315)
  29. Wang, Y.F., Han, B. and Zhang, D.J. (2008), "Advances in creep of concrete filled steel tube members and structures", Proceeding of 8th Concreep Conference, Ise-Shima, Japan, October, pp. 595-600.
  30. Wang, Y.F., Ma, Y.S., Han, B. and Deng, S.Y. (2013), "Temperature effect on creep behavior of CFST arch bridges", J. Bridge Eng., 18(12), 1397-1405. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000484
  31. Washa, G.W. and Fluck, P.G. (1950), "Effect of sustained loading on compressive strength and modulus of elasticity of concrete", J. Am. Concrete Inst., 21(9), 693-700.
  32. Wu, Q.X., Yoshimura, M., Takahashi, K., Nakamura, S. and Nakamura, T. (2006), "Nonlinear seismic properties of the Second Saikai Bridge: A concrete filled tubular (CFT) arch bridge", Eng. Struct., 28(2), 163-182. https://doi.org/10.1016/j.engstruct.2005.05.003
  33. Xin, B. and Xu, S.Q. (2003), "Creep analysis of long-span concrete filled steel tube arch bridges", Railway Standard Design, 4, 31-33.
  34. Zhang, D.J., Wang, Y.F. and Ma, Y.S. (2010), "Compressive behaviour of FRP-confined square concrete columns after creep", Eng. Struct., 32(8), 1957-1963. https://doi.org/10.1016/j.engstruct.2010.02.023

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