Steel and Composite Structures

  • 제9권1호
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  • Pages.19-38
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  • 2009
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Recycled aggregate concrete filled steel SHS beam-columns subjected to cyclic loading

  • Yang, You-Fu (State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology) ;
  • Zhu, Lin-Tao (College of Civil Engineering, Fuzhou University)
  • 투고 : 2007.10.08
  • 심사 : 2009.01.02
  • 발행 : 2009.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

The present paper provides test data to evaluate the seismic performance of recycled aggregate concrete (RAC) filled steel square hollow section (SHS) beam-columns. Fifteen specimens, including 12 RAC filled steel tubular (RACFST) columns and 3 reference conventional concrete filled steel tubular (CFST) columns, were tested under reversed cyclic flexural loading while subjected to constant axially compressive load. The test parameters include: (1) axial load level (n), from 0.05 to 0.47; and (2) recycled coarse aggregate replacement ratio (r), from 0 to 50%. It was found that, generally, the seismic performance of RACFST columns was similar to that of the reference conventional CFST columns, and RACFST columns exhibited high levels of bearing capacity and ductility. Comparisons are made with predicted RACFST beam-column bearing capacities and flexural stiffness using current design codes. A theoretical model for conventional CFST beam-columns is employed in this paper for square RACFST beam-columns. The predicted load versus deformation hysteretic curves are found to exhibit satisfactory agreement with test results.

키워드

참고문헌

  1. Abdel-Rahman, N. and Sivakumaran, K.S. (1997), "Material properties models for analysis of cold-formed steel members", J. Struct. Eng. ASCE, 123(9), 1135-1143. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:9(1135)
  2. ACI 318-05 (2005), Building code requirements for structural concrete and commentary, Farmington Hills (MI), American Concrete Institute, Detroit, U.S.A.
  3. AIJ (1997), Recommendations for design and construction of concrete filled steel tubular structures, Architectural Institute of Japan, Tokyo, Japan.
  4. Ajdukiewicz, A. and Kliszczewicz, A. (2002), "Influences of recycled aggregates on mechanical properties of HS/HPC", Cement Concrete Comp., 24(2), 269-279. https://doi.org/10.1016/S0958-9465(01)00012-9
  5. ANSI/AISC 360-05 (2005), Specification for structural steel buildings, American Institute of Steel Construction (AISC), Chicago, U.S.A.
  6. ATC-24 (1992), Guidelines for cyclic seismic testing of components of steel structures, Applied Technology Council, Redwood City (CA), U.S.A.
  7. BS5400-5 (2005), Steel, concrete and composite bridges, Part 5: Code of practice for the design of composite bridges, British Standard Institute, London, UK.
  8. DBJ 13-51-2003 (2003), Technical specification for concrete-filled steel tubular structures, Fuzhou (in Chinese).
  9. Etxeberria, M., Marí, A.R. and Vázquez, E. (2007), "Recycled aggregate concrete as structural material", Mater. Struct., 40, 529-541. https://doi.org/10.1617/s11527-006-9161-5
  10. Eurocode 4 (2004), Design of steel and concrete structures, Part1-1: General rules and rules for building, EN 1994-1-1: 2004, European Committee for Standardization, Brussels.
  11. Evangelista, L. and de Brito, J. (2007), "Mechanical behaviour of concrete made with fine recycled concrete aggregates", Cements Concrete comp., 29, 397-401. https://doi.org/10.1016/j.cemconcomp.2006.12.004
  12. Han, L.H. (2007), Concrete-Filled Steel Tubular Structures-Theory and Practice (Second edition), China Science Press, Beijing (in Chinese).
  13. Han, L.H., Huang, H., Tao, Z. and Zhao, X.L. (2006), "Concrete-filled double skin steel tubular (CFDST) beamcolumns subjected to cyclic bending", Eng. Struct., 28(12), 1698-1714. https://doi.org/10.1016/j.engstruct.2006.03.004
  14. Han, L. H., Huang, H. and Zhao, X. L. (2009), "Analytical Behaviour of Concrete-Filled Double Skin Steel Tubular (CFDST) Beam-Columns under Cyclic loading," Thin Wall. Struct. (Articles in Press).
  15. Han, L.H., Yang, Y.F. (2005), "Cyclic performance of concrete-filled steel CHS columns under flexural loading", J. Constr. Steel Res., 61(4), 423-452. https://doi.org/10.1016/j.jcsr.2004.10.004
  16. Han, L.H., Yang, Y.F. and Tao, Z. (2003), "Concrete-filled thin walled steel RHS beam-columns subjected to cyclic loading", Thin wall. Struct., 41(9), 801-833. https://doi.org/10.1016/S0263-8231(03)00030-2
  17. Han, L.H., Yao, G.H., Chen, Z.B. and Yu, Q. (2005a), "Experimental behaviors of steel tube confined concrete (STCC) columns", Steel Compos. Struct., 5(6), 459-484. https://doi.org/10.12989/scs.2005.5.6.459
  18. Han, L.H., You, J.T. and Lin, X.K. (2005b), "Experimental behaviour of self-consolidating concrete (SCC) filled hollow structural steel (HSS) columns subjected to cyclic loading", Adv. Struct. Eng., 8(5), 497-512. https://doi.org/10.1260/136943305774858007
  19. Hansen, T.C. (1992), Recycling of Demolished Concrete and Masonry, In: Hansen TC (Ed.), Report of RILEM TC 37-DRC on Demolition and Reuse of Concrete, E&FN Spon, London, UK.
  20. Poon, C. and Chan, D. (2007), "The use of recycled aggregate in concrete in Hong Kong", Resour. Conserv. Recy., 50, 293-305. https://doi.org/10.1016/j.resconrec.2006.06.005
  21. Rao, A., Jha, K. N. and Misra, S. (2007), "Use of aggregates from recycled construction and demolition waste in concrete", Resour. Conserv. Recy., 50, 71-81. https://doi.org/10.1016/j.resconrec.2006.05.010
  22. Varma, A.H., Ricles, J.M., Sause, R. and Lu, L.W. (2002), "Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam-columns", J. Constr. Steel Res., 58(5-8), 725-758. https://doi.org/10.1016/S0143-974X(01)00099-2
  23. Yang, Y.F. and Han, L.H. (2006a), "Compressive and flexural behaviour of recycled aggregate concrete filled steel tubes (RACFST) under short-term loadings", Steel Compos. Struct., 7(3), 257-284.
  24. Yang, Y.F. and Han, L.H. (2006b), "Experimental behaviour of recycled aggregate concrete filled steel tubular columns", J. Constr. Steel Res., 62(12), 1310-1324. https://doi.org/10.1016/j.jcsr.2006.02.010
  25. Yang, Y.F., Han, L.H. and Zhu, L.T. (2008), "Experimental performance of recycled aggregate concrete-filled circular steel tubular columns subjected to cyclic flexural loadings", Adv. Struct. Eng. (Accepted).
  26. Zega, C.J. and Di Maio, A.A. (2006), "Recycled concrete exposed to high temperatures", Mag. Concrete Res., 58(10), 675-682. https://doi.org/10.1680/macr.2006.58.10.675

피인용 문헌

  1. Behaviour of recycled aggregate concrete filled stainless steel stub columns vol.47, pp.1-2, 2014, https://doi.org/10.1617/s11527-013-0061-1
  2. Behaviour and design calculations of recycled aggregate concrete-filled steel tube (RACFST) members vol.67, pp.11, 2015, https://doi.org/10.1680/macr.14.00204
  3. Experimental and numerical study on square RACFST members under lateral impact loading vol.111, 2015, https://doi.org/10.1016/j.jcsr.2015.04.004
  4. Cyclic behavior of thin-walled square steel tubular columns filled with demolished concrete lumps and fresh concrete vol.77, 2012, https://doi.org/10.1016/j.jcsr.2012.05.003
  5. Experimental behaviour of recycled aggregate concrete filled stainless steel tube stub columns and beams vol.66, 2013, https://doi.org/10.1016/j.tws.2013.01.017
  6. Recycling and reuse of construction and demolition waste in concrete-filled steel tubes: A review vol.126, 2016, https://doi.org/10.1016/j.conbuildmat.2016.09.063
  7. Uni-axial behaviour of normal-strength CFDST columns with external steel rings vol.13, pp.6, 2012, https://doi.org/10.12989/scs.2012.13.6.587
  8. Stress-Strain Behavior of FRP-Confined Recycled Aggregate Concrete vol.19, pp.3, 2015, https://doi.org/10.1061/(ASCE)CC.1943-5614.0000513
  9. Modelling of recycled aggregate concrete-filled steel tube (RACFST) beam-columns subjected to cyclic loading vol.18, pp.1, 2015, https://doi.org/10.12989/scs.2015.18.1.213
  10. Experimental behaviour of RACFST stub columns after exposed to high temperatures vol.59, 2012, https://doi.org/10.1016/j.tws.2012.04.017
  11. Behaviour of Recycled Aggregate Concrete-Filled Steel Tubular Columns under Long-Term Sustained Loads vol.14, pp.2, 2011, https://doi.org/10.1260/1369-4332.14.2.189
  12. Compressive behaviors of cubes and cylinders made of normal-strength demolished concrete blocks and high-strength fresh concrete vol.78, 2015, https://doi.org/10.1016/j.conbuildmat.2015.01.027
  13. Behaviors of recycled aggregate concrete-filled steel tubular columns under eccentric loadings pp.2095-2449, 2019, https://doi.org/10.1007/s11709-018-0501-7
  14. Uni-axial behaviour of normal-strength concrete-filled-steel-tube columns with external confinement vol.3, pp.6, 2012, https://doi.org/10.12989/eas.2012.3.6.889
  15. Cyclic Loading Test on Beam-to-Column Connections Connecting SRRAC Beams to RACFST Columns vol.16, pp.11, 2009, https://doi.org/10.1007/s40999-018-0288-x
  16. Seismic Strength and Stiffness for Recycled Aggregate Concrete-Filled Steel Tube Frame vol.2019, pp.None, 2009, https://doi.org/10.1155/2019/4680672
  17. Bond Behavior between Steel Rebar and RCA Concrete after Exposure to Elevated Temperatures vol.2020, pp.None, 2009, https://doi.org/10.1155/2020/5230295
  18. Seismic Performance of Recycled Concrete Filled Circular Steel Tube Columns vol.7, pp.None, 2009, https://doi.org/10.3389/fmats.2020.612059
  19. Experimental study on compressive properties of round steel tube recycled concrete columns vol.780, pp.None, 2009, https://doi.org/10.1088/1757-899x/780/4/042040
  20. Stress-strain relationship of recycled self-compacting concrete filled steel tubular column subjected to eccentric compression vol.14, pp.3, 2020, https://doi.org/10.1007/s11709-020-0618-3
  21. Performance evaluation of recycled aggregate concrete-filled steel tubes under different loading conditions: Database analysis and modelling vol.30, pp.None, 2009, https://doi.org/10.1016/j.jobe.2020.101308
  22. Stress-Strain Behavior of FRP-Confined Recycled Aggregate Concrete in Square Columns of Different Sizes vol.25, pp.5, 2009, https://doi.org/10.1061/(asce)cc.1943-5614.0001150
  23. Flexural Strength of Internally Stiffened Tubular Steel Beam Filled with Recycled Concrete Materials vol.14, pp.21, 2021, https://doi.org/10.3390/ma14216334
  24. Seismic behavior of Double-Skin tubular E-waste concrete columns transversely confined with steel and GFRP tubes vol.282, pp.None, 2009, https://doi.org/10.1016/j.compstruct.2021.115076