Structural Engineering and Mechanics

  • 제3권4호
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  • Pages.299-312
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  • 1995
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

A new reinforcing steel model with bond-slip

  • Kwak, H.G. (Samsung Engineering and Construction Co.) ;
  • Filippou, F.C. (Dept. of Civil Engineering, University of California at Berkeley)
  • 발행 : 1995.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

A new reinforcing steel model which is embedded inside a concrete element and also accounts for the effect of bond-slip is developed. Unlike the classical bond-link or bond-zone element using double nodes, the proposed model is considering the bond-slip effect without taking double nodes by incorporation of the equivalent steel stiffness. After calculation of nodal displacements, the deformation of steel at each node can be found through the back-substitution technique from the first to the final steel element using a governing equation constructed based on the equilibrium at each node of steel and the compatibility condition between steel and concrete. This model results in significant savings in the number of nodes needed to account for the effect of bond-slip, in particular, when the model is used for three dimensional finite element problems. Moreover a new nonlinear solution scheme is developed in connection with this model. Finally, correlation studies between analytical and experimental results and several parameter studies are conducted with the objective to establish the validity of the proposed model.

키워드

참고문헌

  1. ASCE Task Committee on Finite Element Analysis of Reinforced Concrete Structures (1982), State-of-the-Art Report on Finite Element Analysis of Reinforced Concrete, ASCE Special Publications.
  2. Choi, C.K. and Kwak, H.G. (1990), "The effect of finite element mesh sizes in nonlinear finite element analysis of R/C structures," Computers and Structures, 36(4), 175-186.
  3. Ciampi, V., Eligehausen, R., Popov, E.P. and Bertero, V.V. (1982), "Analytical model for concrete anchorages of reinforcing bars under generalized excitations," Report No. UCB/EERC-82/23, Earthquake Engineering Research Center, University of California, Berkeley.
  4. de Groot, A.K., Kusters, G.M.A. and Monnier, T. (1981), "Numerical modeling of bond-slip bahavior," Heron, Concrete Mechanics, 26(1B).
  5. Eligehausen, R., Popov, E.P. and Bertero, V.V. (1983), "Local bond stress-slip relationships of deformed bars under generalized excitations," Report No. UCB/EERC 83-23, Earthquake Engineering Research Center, University of California, Berkeley.
  6. Filippou, F.C. (1986), "A simple model for reinforcing bar anchorages under cyclic excitations," Journal of Structural Engineering, ASCE, 112(7), 1639-1659. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:7(1639)
  7. Filippou, F.C., Popov, E.P. and Bertero, V.V. (1983), "Effects of bond deterioration on hysteretic behavior of reinforced concrete joints," Report No. UCB/EERC-83/19, Earthquake Engineering Research Center, University of California, Berkeley.
  8. Hayashi, S. and Kokusho, S. (1985), "Bond behavior in the neighborhood of the crack," Proceedings of the U.S.-Japan Joint Seminar on Finite Element Analysis of Reinforced Concrete, Tokyo, Japan, 364-373.
  9. Keuser, M. and Mehlhorn, G. (1987), "Finite element models for bond problems," Journal of Structural Engineering, ASCE, 113(10), 2160-2173. https://doi.org/10.1061/(ASCE)0733-9445(1987)113:10(2160)
  10. Kwak, H.G. and Filippou, F.C. (1990), "Finite element analysis of reinforced concrete structures under monotonic loads," Report No. UCB/SEMM-90/14, University of California, Berkeley.
  11. Leibengood, L.D., Darwin, D. and Dodds, R.H. (1986), "Parameters affecting FE analysis of concrete structures," Journal of Structural Engineering, ASCE, 112(2), 326-341. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:2(326)
  12. Ngo, D.and Scordelis, A.C. (1967), "Finite element analysis of reinforced concrete beams," Journal of ACI, 64(3), 152-163.
  13. Viwathanatepa, S., Popov, E.P. and Bertero, V.V. (1979), "Seismic behavior of reinforced concrete interior beam-column subassemblages," Report No. UCB/EERC-79/14, Earthquake Engineering Research Center, Univetsity of California, Berkeley.
  14. Yankelevsky, D.Z. (1985), "New finite element for bond-slip analysis," Journal of Structural Engineering, ASCE, 111(7), 1533-1542. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:7(1533)

피인용 문헌

  1. Non-structural cracking in RC walls vol.36, pp.4, 2006, https://doi.org/10.1016/j.cemconres.2005.12.001
  2. Scale Transition in Steel-Concrete Interaction. I: Model vol.129, pp.4, 2003, https://doi.org/10.1061/(ASCE)0733-9399(2003)129:4(393)
  3. Modified steel bar model incorporating bond-slip effects for embedded element method vol.81, 2015, https://doi.org/10.1016/j.conbuildmat.2015.02.027
  4. Nonlinear seismic analyses of a high gravity dam with and without the presence of reinforcement vol.31, pp.10, 2009, https://doi.org/10.1016/j.engstruct.2009.06.004
  5. RC fiber beam–column model with bond-slip in the vicinity of interior joints vol.96, 2015, https://doi.org/10.1016/j.engstruct.2015.04.005
  6. Experimental study on high gravity dam strengthened with reinforcement for seismic resistance on shaking table vol.51, pp.4, 2014, https://doi.org/10.12989/sem.2014.51.4.663
  7. Crack opening prediction at casting joints with a new modified stress-strain law for embedded reinforcement vol.157, 2017, https://doi.org/10.1016/j.conbuildmat.2017.09.078
  8. Bond–slip behavior under monotonic uniaxial loads vol.23, pp.3, 2001, https://doi.org/10.1016/S0141-0296(00)00008-0
  9. Modified Steel Bar Model Incorporating Bond-Slip for Seismic Assessment of Concrete Structures vol.138, pp.11, 2012, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000587
  10. Reinforced Concrete Frame Element with Bond Interfaces. I: Displacement-Based, Force-Based, and Mixed Formulations vol.128, pp.3, 2002, https://doi.org/10.1061/(ASCE)0733-9445(2002)128:3(346)
  11. Overview on the bonding of reinforced concrete under pristine, corrosive and freeze-thaw conditions pp.1568-5616, 2019, https://doi.org/10.1080/01694243.2018.1559439
  12. On discrete element method for rebar-concrete interaction vol.151, pp.None, 1995, https://doi.org/10.1016/j.conbuildmat.2017.06.086
  13. Equivalent stress-strain law for embedded reinforcements considering bond-slip effects vol.165, pp.None, 1995, https://doi.org/10.1016/j.engstruct.2018.03.045