Computers and Concrete

  • 제24권3호
  • /
  • Pages.237-247
  • /
  • 2019
  • /
  • 1598-8198(pISSN)
  • /
  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Finite element modeling of bond-slip performance of section steel reinforced concrete

  • Liu, Biao (School of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Bai, Guo-Liang (School of Civil Engineering, Xi'an University of Architecture & Technology)
  • 투고 : 2018.12.17
  • 심사 : 2019.07.18
  • 발행 : 2019.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

The key issue for the finite element analysis (FEA) of section steel reinforced concrete (SRC) structure is how to consider the bond-slip performance. However, the bond-slip performance is hardly considered in the FEA of SRC structures because it is difficult to achieve in the finite element (FE) model. To this end, the software developed by Python can automatically add spring elements for the FE model in ABAQUS to considering bond-slip performance. The FE models of the push-out test were conducted by the software and calculated by ABAQUS. Comparing the calculated results with the experimental ones showed that: (1) the FE model of SRC structure with the bond-slip performance can be efficiently and accurately conducted by the software. For the specimen with a length of 1140 mm, 3565 spring elements were added to the FE model in just 6.46s. In addition, different bond-slip performance can also be set on the outer side, the inner side of the flange and the web. (2) The results of the FE analysis were verified against the corresponding experimental results in terms of the law of the occurrence and development of concrete cracks, the stress distribution on steel, concrete and steel bar, and the P-S curve of the loading and free end.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

참고문헌

  1. Alogla, S. and Kodur, V.K.R. (2018), "Quantifying transient creep effects on fire response of reinforced concrete columns", Eng. Struct., 174, 885-895. https://doi.org/10.1016/j.engstruct.2018.07.093.
  2. Braga, F., Marcela, B. and Greco, M. (2016), "Topological optimization procedure considering nonlinear material behavior for reinforced concrete designs", Comput. Concrete, 17(1), 141-156. http://dx.doi.org/10.12989/cac.2016.17.1.141 141.
  3. Chou, C. and Wu, S. (2019), "Cyclic lateral load test and finite element analysis of high-strength concrete-filled steel box columns under high axial compression", Eng. Struct., 189, 89-99. https://doi.org/10.1016/j.engstruct.2019.03.052.
  4. Chung, D.D.L. (2000), "Corrosion control of section steel-reinforced concrete", J. Mater. Eng. Perform., 9(5), 585-588. https://doi.org/10.1361/105994900770345737.
  5. Cui, Y., Luo, Y. and Nakashima, M. (2013), "Development of steel beam-to-column connections using SFRCC slabs", Eng. Struct., 52, 545-557. https://doi.org/10.1016/j.engstruct.2013.03.021.
  6. Dan, S., Chaudhary, M. and Barai, S.V. (2018), "Punching shear behavior of recycled aggregate concrete", Comput. Concrete, 21(3), 321-333. https://doi.org/10.12989/cac.2018.21.3.321.
  7. Geromel, M. and Mazzarella, O. (2005), "Experimental and analytical assessment of the behavior of stainless section steel reinforced concrete beams", Mater. Struct., 38(2), 211-218. https://doi.org/10.1007/BF02479346.
  8. Huang, C.X. and Chen, H. (2018), "Finite element analysis of section steel reinforced concrete member considering interface SLIP", Steel Constr., 33(2), 68-72. http://dx.doi.org/10.13206/j.gjg201802013.
  9. Hunaiti, Y.M. (1999), "Bond strength in battened composite columns", J. Struct. Eng., 117(3), 699-714. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:3(699).
  10. Husem, M. and Cosgun, S.I. (2016), "Behavior of reinforced concrete plates under impact loading: different support conditions and sizes", Comput. Concrete, 18(3), 389-404. http://dx.doi.org/10.12989/cac.2016.18.3.389 389.
  11. Husem, M., Cosgun, S.I. and Sesli, H. (2018), "Finite element analysis of RC walls with different geometries under impact loading", Comput. Concrete, 21(5), 583-592. https://doi.org/10.12989/cac.2018.21.5.583.
  12. Kaya, M. and Yaman, C. (2018), "Modelling the reinforced concrete beams strengthened with GFRP against shear crack", Comput. Concrete, 21(2), 127-137. https://doi.org/10.12989/cac.2018.21.2.127.
  13. Li, H.W. and Wang, W.D. (2013), "Application of ABAQUS secondary development in finite element analysis of concrete-filled section steel tubular structures", J. Build. Struct., 34(S1), 353-358. http://dx.doi.org/10.14006/j.jzjgxb.2013.s1.053.
  14. Li, J.H., Li, Y.S. and Wang, J.M. (2010), "Bond-slip constitutive relation and bond-slip resilience model of shape-section steel reinforced concrete columns", China Civil Eng. J., 43(3), 46-52. http://dx.doi.org/10.15951/j.tmgcxb.2010.03.009.
  15. Li, J.H., Qiu, D.L. and Yu, K. (2015), "Study on bond-slip behavior between spaped section steel and concrete in SRC structures after exposed to high temperature", Eng. Mech., 32(2), 190-200. http://dx.doi.org/10.15951/j.tmgcxb.2010.03.009.
  16. Liang, X. and Sritharan, S. (2019), "Effects of confinement in square hollow concrete column sections", Eng. Struct., 191, 526-535. https://doi.org/10.1016/j.engstruct.2019.04.034.
  17. Nataraja, M.C., Dhang, N. and Gupta, A.P. (1999), "Stress-strain curves for section steel-fiber reinforced concrete under compression", Cement Concrete Compos., 21(5), 383-390. https://doi.org/10.1016/S0958-9465(99)00021-9.
  18. Nematzadeh, M. and Haghinejad, A. (2017), "Analysis of actively-confined concrete columns using prestressed steel tubes", Comput. Concrete, 19(5), 477-488. https://doi.org/10.12989/cac.2017.19.5.477.
  19. Nikolaev, V.B., Lisichkin, S.E. and Rubin, O.D. (2017), "Steel-reinforced concrete penstock experiments", Power Technol. Eng., 50(5), 466-472. https://doi.org/10.1007/s10749-017-0734-y.
  20. Ren, X.D. and Fan, W.D. (2017), "Damage model based numerical study for shear failures of reinforced concrete beams", Eng. Mech., 34(S1), 139-142. http://dx.doi.org/10.6052/j.issn.1000-4750.2016.03.S024.
  21. Ribeiro, F., Sena-Cruz, J., Branco, F.G. and Julio, E. (2019), "3D finite element model for hybrid FRP-confined concrete in compression using modified CDPM", Eng. Struct., 190: 459-479. https://doi.org/10.1016/j.engstruct.2019.04.027.
  22. Roeder, C.W., Chmielowski, R. and Brown, C.B. (1999), "Shear connector requirement for embedded section steel sections", J. Struct. Eng., 125(2), 142-151. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:2(142).
  23. Sadeghi, V. and Hesami, S. (2018), "Finite element investigation of the joints in precast concrete pavement", Comput. Concrete, 21(5), 547-557. https://doi.org/10.12989/cac.2018.21.5.547.
  24. Sayyar Roudsari, S., Hamoush, S.A., Mohamad Soleimani, S. and Madandoust, R. (2019), "Evaluation of large-size reinforced concrete columns strengthened for axial load using fiber reinforced polymers", Eng. Struct., 178, 680-693. https://doi.org/10.1016/j.engstruct.2018.09.071.
  25. Schultz, A.E., Mercan, B. and Stolarski, H.K. (2016), "Arc-length and explicit methods for static analysis of prestressed concrete members", Comput. Concrete, 18(1), 1-21. http://dx.doi.org/10.12989/cac.2016.17.6.000000.
  26. Song, T.Y. (2010), "Research on post-fire performance of steel-concrete composite beam-column joints", Ph.D., Dissertation, Tsinghua University, Beijing.
  27. Su, X.T., Yang, Z.J. and Liu, G.H. (2010), "Finite element modeling of complex 3D static and dynamic crack propagation by embedding cohesive elements in ABAQUS", Acta Mechanica Solida Sinica, 2010(3), 271-282. https://doi.org/10.1016/S0894-9166(10)60030-4.
  28. Wang, G.Y., Liu, Q. and Zhang, D.M. (2016), "A finite element model for post-fire seismic performance of section steel reinforced concrete columns", Eng. Mech., 33(11), 183-192. http://dx.doi.org/10.6052/j.issn.1000-4750.2015.06.0472.
  29. Xu, K.C. (2013), "Study on bond-slip relationship of concrete-filled steel tube based on interface damage", Ph.D., Dissertation, Nanchang University, Nanchang.
  30. Yang, Y. (2003), "Study on the basic theory and its application of bond-slip between steel shape and concrete in SRC stucturesS", Ph.D., Dissertation, Xi‟an University of Architecture and Technology, Xi‟an.
  31. Yang, Y., Guo, Z.X. and Xus, J.Y. (2005), "Experiment study on bond-slip behavior between section steel and concrete in SRC structures", J. Build. Struct., 26(4), 1-9. http://dx.doi.org/10.14006/j.jzjgxb.2005.04.001.
  32. Yin, H. and Shi, G. (2018), "Finite element analysis on the seismic behavior of fully prefabricated steel frames", Eng. Struct., 173, 28-51. https://doi.org/10.1016/j.engstruct.2018.06.096.
  33. Yuan, F., Wu, Y. and Li, C. (2017), "Modelling plastic hinge of FRP-confined RC columns", Eng. Struct., 131, 651-668. https://doi.org/10.1016/j.engstruct.2016.10.018.
  34. Zhao, H.T., Yang, Y. and Xue, J.Y. (2013), "A review on the bond-slip mechanical behaviors of SRC structures", Adv. Mech., 33(1), 74-86. http://dx.doi.org/10.3321/j.issn:1000-0992.2003.01.009.

피인용 문헌

  1. Numerical determination of crack width for reinforced concrete deep beams vol.25, pp.3, 2020, https://doi.org/10.12989/cac.2020.25.3.193