DOI QR코드

DOI QR Code

Shear strength of connections between open and closed steel-concrete composite sandwich structures

  • Kim, Woo-Bum (Department of Architectural Engineering, Kongju National University) ;
  • Choi, Byong Jeong (Department of Architectural Engineering, Kyonggi University)
  • 투고 : 2010.04.02
  • 심사 : 2011.02.21
  • 발행 : 2011.03.25

초록

The behavior of connections between open sandwich slabs and double steel skin composite walls in steel plate-concrete(SC) structure is investigated by a series of experimental programs to identify the roles of components in the transfer of forces. Such connections are supposed to transfer shear by the action of friction on the interface between the steel surface and the concrete surface, as well as the shear resistance of the bottom steel plate attached to the wall. Experimental observation showed that shear transfer in slabs subjected to shear in short spans is explained by direct force transfer via diagonal struts and indirect force transfer via truss actions. Shear resistance at the interface is enhanced by the shear capacity of the shear plate as well as friction caused by the compressive force along the wall plate. Shear friction resistance along the wall plate was deduced from experimental observation. Finally, the appropriate design strength of the connection is proposed for a practical design purpose.

키워드

과제정보

연구 과제번호 : Modularization of Nuclear Power Plant Construction

연구 과제 주관 기관 : Electric Power Industry Technology Evaluation and Planning (ETEP)

참고문헌

  1. ACI-318-05(2005), Building Requirements for Structural Concrete, ACI.
  2. AIJ, Architectural Institute of Japan (2005), Seismic Design guideline for Double Steel Skin Wall Systems JEAG 4618.
  3. Birkeland, P.W. and Birkeland, H.W. (1966), "Connections in precast concrete construction," J. American. Concr. Inst., 63(3), 345-368.
  4. BSI, British Standards Institution (2004), Eurocode 4, "Design of composite steel and concrete structures", Part 1.1: General rules for building, DD-0ENV 1994-1-1, London.
  5. Choi, Byong Jeong. et al (2009), "An experiment on compressive profile of the unstiffened steel plate concrete structures under compression loading," Steel. Comp. Struct., December 1. 9(9), 519-534. https://doi.org/10.12989/scs.2009.9.6.519
  6. Chorus (2004), "An introduction to the corefast system," Bi-steel Manual.
  7. Kim, H. K, Kim, Woo Bum, and Kim, Wonki (1998), "Behavior of strength of wall slab connection in SC structures," J. Kor. Steel. Struct. Const., 20(2), P347.
  8. Kanchi, M. el al. (1996), "Experimental study on a concrete filled steel structures," Part 2., Compressive test, Architectural Ins. Japan. Conf., 1071-1072.
  9. Liew, J.Y.R and Sohel, K.M.A (2009), "Light weight steel-concrete-sandwich system with J-hook connectors", Eng. Struct., 31(5), 1166-1178. https://doi.org/10.1016/j.engstruct.2009.01.013
  10. Loov, R.E. and Patnaik, A.K. (1994), "Horizontal shear strength of composite concrete beams with a rough interface," PCI Journal, 39(1), 48-65. https://doi.org/10.15554/pcij.01011994.48.69
  11. Mast, R.F. (1968), "Auxiliary reinforcement in concrete connections," J. Struct. Div., ASCE 94 (ST6) 1485-1504.
  12. Mattock, A.H. (1976), "Design proposals for reinforced concrete corbels," PCI Journal, 25(3) 18-25.
  13. McKinley, B. and Boswell, L.F.(2002): "Behavior of double skin composite construction," J. Const. Steel. Res., 58.
  14. Mochida Tetsuo(1999), "Experimental study on the steel plate reinforced concrete structure part 38 shear transfer mechanism of wall-salb connection," Proceedings of Architectural Institute of Japan, September.
  15. Liang, Q.Q, Uy, B. and Richard Liew, J.Y.(2006), "Nonlinear modeling and evaluation of concrete-filled steel stubular columns with local buckling effects," J. Constr. Steel. Res. 62(6), 581-591. https://doi.org/10.1016/j.jcsr.2005.09.007
  16. Loov R.E. (1998), "Review of A23.3-94 simplified method of shear design and comparison with results using shear friction," Canadian. J. Civil. Eng., 25, 437-450. https://doi.org/10.1139/l97-101
  17. Han, L.H. (2002), "Tests on stub columns of concret-filled RHS sections," J. Constr. Steel. Res., 58(3), 353-372. https://doi.org/10.1016/S0143-974X(01)00059-1
  18. Hofbeck, J.A.,Ibrahim, I.O. and Mattock A.H. (1969), "Shear transfer in reinforced concrete," J. American. Con. Ins., 66(2), 119-128.
  19. Tao, Z., Han, L.H. and Wang, D.Y (2008), "Strength and ductility of stiffened thin-walled hollow steel structural stub columns filled with concrete," Thin-Wall. Struct., 46(10), 1113-1128. https://doi.org/10.1016/j.tws.2008.01.007
  20. Uy, B. (2001), "Strength of short concrete filled high strength steel box columns," J. Constr. Steel. Res., 57(2), 113-134. https://doi.org/10.1016/S0143-974X(00)00014-6
  21. Walraven, J.C., Frenay, J., and Pruijssers, A. (1987), "Influence of concrete strength and load history on the shear friction capacity of concrete members," PCI Journal, 32(1), 66-84. https://doi.org/10.15554/pcij.01011987.66.84

피인용 문헌

  1. Investigation of Field Construction and Economic Efficiency for Steel Plate-Concrete Structures with Application of Parking Building vol.14, pp.1, 2014, https://doi.org/10.5345/JKIBC.2014.14.1.001
  2. Experimental evaluation of bending-moment performance about steel plate-concrete structures with mechanical splice vol.128, 2017, https://doi.org/10.1016/j.jcsr.2016.09.007
  3. Direct shear strength of rebar-coupler anchor systems for steel-plate composite (SC) walls vol.16, pp.4, 2016, https://doi.org/10.1007/s13296-016-0096-6
  4. Compressive performance with variation of yield strength and width-thickness ratio for steel plate-concrete wall structures vol.14, pp.5, 2013, https://doi.org/10.12989/scs.2013.14.5.473
  5. Strength and behavior of steel plate–concrete wall structures using ordinary and eco-oriented cement concrete under axial compression vol.84, 2014, https://doi.org/10.1016/j.tws.2014.07.008
  6. Structure behavior of concrete filled double-steel-plate composite walls under fire pp.2048-4011, 2019, https://doi.org/10.1177/1369433218825238
  7. PERFORMANCE STUDY OF SC WALL BASED ON EXPERIMENT AND PARAMETRIC ANALYSIS vol.26, pp.3, 2020, https://doi.org/10.3846/jcem.2020.12181
  8. Ultimate strength behavior of steel plate-concrete composite slabs: An experimental and theoretical study vol.37, pp.6, 2011, https://doi.org/10.12989/scs.2020.37.6.741
  9. Concrete-filled twin-layer steel-sheet CWs system: A systematic review of the literature vol.18, pp.6, 2011, https://doi.org/10.1590/1679-78256622