Steel and Composite Structures

  • 제15권6호
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  • Pages.645-658
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  • 2013
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Prediction of ultimate moment anchorage capacity of concrete filled steel box footing

  • Bashir, Muhammad Aun (Civil Engineering Department, Imam Muhammad ibn Saud Islamic University) ;
  • Furuuchi, Hitoshi (Division of Engineering and Policy for Sustainable Environment, Faculty of Engineering, Hokkaido University) ;
  • Ueda, Tamon (Division of Engineering and Policy for Sustainable Environment, Faculty of Engineering, Hokkaido University) ;
  • Bashir, M. Nauman (Lecturer COMSATS, Sahiwal Campus)
  • 투고 : 2012.07.17
  • 심사 : 2013.09.03
  • 발행 : 2013.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

The objective of the study is to predict the moment anchorage capacity of the concrete filled steel box (CFSB) as footing by using the 3D finite element program CAMUI developed by authors' laboratory. The steel box is filled with concrete and concrete filled steel tube (CFT) column is inserted in the box. Numerical simulation of the experimental specimens was carried out after introducing the new constitutive model for post peak behavior of concrete in compression under confinement. The experimental program was conducted to verify the reliability of the simulation results by the FE program. The simulated peak loads agree reasonably with the experimental ones and was controlled by concrete crushing near the column. After confirming the reliability of the FEM simulation, effects of different parameters on the moment anchorage capacity of concrete filled steel box footing were clarified by conducting numerically parametric study.

키워드

참고문헌

  1. Bashir, M.A., Furuuchi, H. and Ueda, T. (2008), "Parametric analysis of concrete filled steel box connection by using 3D finite element analysis", J. Struct. Eng., JSCE, 54A, 815-824.
  2. Bashir, M.A., Nakayama, K., Furuuchi, H. and Ueda, T. (2010), "Numerical simulation of ultimate capacity of steel Pile anchorage In concrete-filled steel box connection", Proceeding of JCI, 32(2), 1219-1224.
  3. Building Research Institute (1996), "A survey report for building damages due to the 1995 Hyogo-ken nanbu earthquake", Ministry of Construction of Japan.
  4. Emoto, K., Furuuchi, H. and Ueda, T. (2006), "Analytical study on connection of rigid-frame bridge", Proceedings of JCI, 28(2), 1339-1344.
  5. Inomata, Y., Nakajima, A., Saiki, I. and Oe, H. (2005), "Static and fatigue bonding behavior between steel and concrete under bearing force", J. Struct. Eng., 52(3), 1083-1090.
  6. Li, B., Maekawa, K. and Okamura, H. (1998), "Contact density model for stress transfer across crack in concrete", J. Faculty of Eng., University of Tokyo, 40(1), 9-52.
  7. Mizuno, H. (1987), "Pile damage during earthquake in Japan (1923-1983)", Proceedings of a Session of the Geotechnical Engineering Division of the American Society of Civil Engineers in Conjunction with the ASCE, Atlantic City, New Jersey, pp. 53-78.
  8. Nakamura, H. and Higai, T. (1999), "Compressive fracture energy and fracture zone length of concrete", Seminar on Post Peak Behavior of RC Structures Subjected to Seismic Loads, JCI, 2, 259-272.
  9. Nogami, T. (Editor) (1987), "Dynamic response of pile foundations - Experiment, analysis and observation," Proceedings of a Session of the Geotechnical Engineering Division of the American Society of Civil Engineers in Conjunction with the ASCE, Atlantic City, New Jersey, April, p. 185.
  10. Okamura, H. and Maekawa, K. (1991), Nonlinear Analysis and Constitutive Models of Reinforced Concrete, Gihodo Shuppan.
  11. Pam, H.J. and Park, K. (1990), "Simulated seismic load tests on prestressed concrete piles and pile cap connections", Prestressed Concrete Inst. J., 35(6), 42-61.
  12. Richart, F.E., Brandtzaeg, A. and Brown, R.L. (1928), "A study of the failure of concrete under combined compressive stresses", University of Illinois Bulletin, 185, p. 105.
  13. Sato, Y., Tadokoro, T., and Ueda, T., (2004), "Diagonal tensile failure mechanism of reinforced concrete beams", J. Adv. Concrete Tech., 2(3), 327-341. https://doi.org/10.3151/jact.2.327
  14. Sheppard, D.A. (1983), "Seismic design of prestressed concrete piling", Prestressed Concrete Inst. J., 28(2), 20-51.
  15. Takahashi, R., Sato, Y. and Ueda, T. (2002), "A simulation of shear failure of steel-concrete composite slab by 3D nonlinear FEM", J. Struct. Eng., JSCE, 48A, 1297-1304.
  16. Takahashi, R., Sato, Y., Konno, K. and Ueda, T. (2005), "3D nonlinear punching shear simulation of steel concrete composite slab," Journal of Advanced Concrete Technology, 3(2), 297-307. https://doi.org/10.3151/jact.3.297
  17. Teguh, M., Duffield, C.F., Mendis, P.A. and Hutchinson, G.L. (2006), "Seismic performance of pile-to-pile cap connections: An investigation of design issues", Electron. J. Struct. Eng., 6, 8-18.

피인용 문헌

  1. Numerical Simulation of Axial Anchorage Capacity of Concrete-Filled Steel Box Footing vol.40, pp.3, 2016, https://doi.org/10.1007/s40996-016-0019-y