DOI QR코드

DOI QR Code

Compressive and flexural behaviors of ultra-high strength concrete encased steel members

  • Du, Yong (College of Civil Engineering, Nanjing Tech University) ;
  • Xiong, Ming-Xiang (Protective Structures Centre, School of Civil Engineering, Guangzhou University) ;
  • Zhu, Jian (College of Civil Engineering, Nanjing Tech University) ;
  • Liew, J.Y. Richard (Department of Civil and Environmental Engineering, National University of Singapore)
  • 투고 : 2019.08.08
  • 심사 : 2019.11.20
  • 발행 : 2019.12.25

초록

One way to achieve sustainable construction is to reduce concrete consumption by use of more sustainable and higher strength concrete. Modern building codes do not cover the use of ultra-high strength concrete (UHSC) in the design of composite structures. Against such background, this paper investigates experimentally the mechanical properties of steel fibre-reinforced UHSC and then the structural behaviors of UHSC encased steel (CES) members under both concentric and eccentric compressions as well as pure bending. The effects of steel-fibre dosage and spacing of stirrups were studied, and the applicability of Eurocode 4 design approach was checked. The test results revealed that the strength of steel stirrups could not be fully utilized to provide confinement to the UHSC. The bond strength between UHSC and steel section was improved by adding the steel fibres into the UHSC. Reducing the spacing of stirrups or increasing the dosage of steel fibres was beneficial to prevent premature spalling of the concrete cover thus mobilize the steel section strength to achieve higher compressive capacity. Closer spacing of stirrups and adding 0.5% steel fibres in UHSC enhanced the post-peak ductility of CES columns. It is concluded that the code-specified reduction factors applied to the concrete strength and moment resistance can account for the loss of load capacity due to the premature spalling of concrete cover and partial yielding of the encased steel section.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Guangdong Natural Science Foundation

The authors would like to acknowledge the financial support by the National Natural Science Foundation of China [No. 51878348], and the Guangdong Natural Science Foundation under project [No. 2018A030313752].

참고문헌

  1. ACI 318-08 (2008), Building code requirements for structural concrete and commentary. American Concrete Institute: Farmington Hills, MI, USA.
  2. AIJ (2001), Standard for structural calculation of steel reinforced concrete structures, 5th Ed., Architectural Institute of Japan, Tokyo, Japan.
  3. Begum, M., Driver, R.G. and Elwi, A.E. (2013), "Behaviour of partially encased composite columns with high strength concrete", Eng. Struct., 56, 1718-1727. https://doi.org/10.1016/j.engstruct.2013.07.040
  4. ANSI/AISC 360 (2016), Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, USA.
  5. ASTM C39/C39M (2018), Standard test method for compressive strength of cylindrical concrete specimens. ASTM International, West Conshohocken, PA, USA.
  6. ASTM E 8M/E8M (2016), Standard test methods for tension testing of metallic materials, ASTM International, West Conshohocken, PA, USA.
  7. Choi, E.G., Kim, H.S. and Shin, Y.S. (2012), "Performance of fire damaged steel reinforced high strength concrete (SRHSC) columns", Steel Compos. Struct., Int. J., 13(6), 521-537. https://doi.org/10.12989/scs.2012.13.6.521
  8. El-Tawil, S. and Deierlein, G.G. (1999), "Strength and ductility of concrete encased composite columns", J. Struct. Eng., 125(9), 1009-1019. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:9(1009)
  9. Ellobody, E. and Young, B. (2011), "Numerical simulation of concrete encased steel composite columns", J. Constr. Steel Res., 67, 211-222. https://doi.org/10.1016/j.jcsr.2010.08.003
  10. EN 1992-1-1 (2004), Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings, European Committee for Standardization.
  11. EN 1993-1-1 (2005), Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings, European Committee for Standardization.
  12. EN 1994-1-1 (2004), Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings, European Committee for Standardization.
  13. Gao, D.Y., You, P.B., Zhang, L.J. and Yan, H.H. (2018), "Seismic behavior of SFRC shear wall with CFST columns", Steel Compos. Struct., Int. J., 28(5), 527-539. https://doi.org/10.12989/scs.2018.28.5.527
  14. GB 50010 (2010), Code for Design of Concrete Structures, Ministry of Housing and Urban-Rural Development of the People's Republic of China. [In Chinese]
  15. GB 50936 (2014), Technical Code for Concrete-filled Steel Tubular Structures, Ministry of Housing and Urban-Rural Development of the People's Republic of China. [In Chinese]
  16. Graybeal, B. and Davis, M. (2008), "Cylinder or cube: strength testing of 80 to 200 MPa (11.6 to 29 ksi) ultra-high-performance fibre-reinforced concrete", ACI Mater J., 105(6), 603-609.
  17. Harajli, M.H. (2010), "Bond behavior in steel fibre-reinforced concrete zones under static and cyclic loading: experimental evaluations and analytical modelling", J. Mater. Civil Eng., 22(7), 674-686. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000067
  18. Hegger, J. and Doinghaus, P. (2002), "High performance steel and high performance concrete in composite structures", In: J.F. Hajjar, M. Hosain, W.S. Easterling and B.M. Shahrooz (eds), Composite Construction in Steel and Concrete IV, American Society of Civil Engineers, New York, USA.
  19. Hoffmeister, B., Sedlacek, G., Muller, C. and Kuhn, B. (2002), "High strength materials in composite structures", In: J.F. Hajjar, M. Hosain, W.S. Easterling and B.M. Shahrooz (eds), Composite Construction in Steel and Concrete IV, American Society of Civil Engineers, New York, USA.
  20. Johnson, R.P. and Anderson, D. (2004), Designers' guide to EN 1994-1-1 Eurocode 4: Design of composite steel and concrete structures - Part 1.1: General rules and rules for buildings, Thomas Telford Publishing, London, UK.
  21. Kara, I.F. and Dundar, C. (2012), "Prediction of deflection of high strength steel fiber reinforced concrete beams and columns", Comput. Concrete, Int. J., 9(2), 133-151. https://doi.org/10.12989/cac.2012.9.2.133
  22. Kim, C.S. and Hwang, H.J. (2018), "Numerical investigation on load-carrying capacity of high-strength concrete-encased steel angle columns", Int. J. Concr. Struct. Mater., 12(1), 1-17. https://doi.org/10.1186/s40069-018-0238-7
  23. Kim, C.S., Park, H.G., Chung, K.S. and Choi, I.R. (2012), "Eccentric axial load testing for concrete-encased steel columns using 800 MPa steel and 100 MPa concrete", J. Struct. Eng., 138(8), 1019-1031. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000533
  24. Kim, C.S., Park, H.G., Chung, K.S. and Choi, I.R. (2014), "Eccentric axial load capacity of high-strength steel-concrete composite columns of various sectional shapes", J. Struct. Eng., 140(4), 04013091. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000879
  25. Lai, B.L., Liew, J.Y.R. and Wang, T.Y. (2019), "Buckling behaviour of high strength concrete encased steel composite columns", J. Constr. Steel Res., 154, 27-42. https://doi.org/10.1016/j.jcsr.2018.11.023
  26. Liew, J.Y.R. and Xiong, M.X. (2015), Design guide for concrete filled tubular members with high strength materials to Eurocode 4 - An extension of Eurocode 4 Method to C90/105 Concrete and S550 Steel. Research Publishing Services, Singapore.
  27. Liu, Y., Guo, Z.X., Xu, P.H. and Jia, L.P. (2015), "Experimental study on axial compression behavior of core steel reinforced concrete columns", J. Build. Struct., 36(4), 68-74.
  28. Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
  29. Morino, S. (2002), "Recent developments on concrete-filled steel tube members in Japan", In: J.F. Hajjar, M. Hosain, W.S. Easterling and B.M. Shahrooz (eds), Composite Construction in Steel and Concrete IV, American Society of Civil Engineers, New York, USA.
  30. Naito, H., Akiyama, M. and Suzuki, M. (2011), "Ductility evaluation of concrete-encased steel bridge piers subjected to lateral cyclic loading", J. Bridge Eng., 16(1), 72-81. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000120
  31. Pessiki, S. and Pieroni, A. (1997), "Axial load behavior of large-scale spirally-reinforced high-strength concrete columns", ACI Struct. J., 94, 304-314.
  32. Pons, D., Espinos, A., Albero, V. and Romero M.L. (2018), "Numerical study on axially loaded ultra-high strength concretefilled dual steel columns", Steel Compos. Struct., Int. J., 26(6), 705-717. https://doi.org/10.12989/scs.2018.26.6.705
  33. Ricles, J.M. and Paboojian, S.D. (1994), "Seismic performance of steel-encased composite columns", J. Struct. Eng., 120(8), 2474-2494. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:8(2474)
  34. Sharmila, P. and Dhinakaran, G. (2015), "Strength and durability of ultra fine slag based high strength concrete", Struct. Eng. Mech., Int. J., 55(3), 675-686. https://doi.org/10.12989/sem.2015.55.3.675
  35. Tao, Z., Han, L.H. and Zhuang, J.P. (2007), "Axial loading behavior of CFRP strengthened concrete filled steel tubular stub columns", Adv. Struct. Eng., 10(1), 37-46. https://doi.org/10.1260/136943307780150814
  36. Wakabayashi, M. and Minami, K. (1990), "Application of high strength steel to composite structures", Symposium on Mixed Structures, including New Materials, Brussels. IABSE, Zurich, Switzerland.
  37. Xiong, M.X. and Liew, J.Y.R. (2015), "Spalling behavior and residual resistance of fibre reinforced ultra-high performance concrete after elevated temperatures", Mater. Construct., 65(320), 1-10. https://doi.org/10.3989/mc.2015.00715
  38. Xiong, M.X. and Liew, J.Y.R. (2016), "Mechanical behavior of ultra-high strength concrete at elevated temperatures and fire resistance of ultra-high strength concrete filled steel tubes", Mater. Des., 104, 414-427. https://doi.org/10.1016/j.matdes.2016.05.050
  39. Xiong, M.X., Xiong, D.X. and Liew, J.Y.R. (2017a), "Axial performance of short concrete filled steel tubes with high- and ultra-high- strength materials", Eng. Struct., 136, 494-510. https://doi.org/10.1016/j.engstruct.2017.01.037
  40. Xiong, M.X., Xiong, D.X. and Liew, J.Y.R. (2017b), "Behaviour of steel tubular members infilled with ultra high strength concrete", J. Constr. Steel Res., 138, 168-183. https://doi.org/10.1016/j.jcsr.2017.07.001
  41. Xiong, M.X., Xiong, D.X. and Liew, J.Y.R. (2017c), "Flexural performance of concrete filled tubes with high tensile steel and ultra-high strength concrete", J. Constr. Steel Res., 132, 191-202. https://doi.org/10.1016/j.jcsr.2017.01.017
  42. Xue, J.Y., Chen, Z.P., Zhao, H.T., Gao, L. and Liu, Z.Q. (2012), "Shear mechanism and bearing capacity calculation on steel reinforced concrete special-shaped columns", Steel Compos. Struct., Int. J., 13(5), 473-487. https://doi.org/10.12989/scs.2012.13.5.473
  43. Yao, D.L., Jia, J.Q., Wu, F. and Yu, F. (2014), "Shear performance of prestressed ultra high strength concrete encased steel beams", Constr. Build. Mater., 52, 194-201. https://doi.org/10.1016/j.conbuildmat.2013.11.006
  44. Zhu, W.Q., Meng, G.M. and Jia, J.Q. (2014), "Experimental studies on axial load performance of high-strength concrete short columns", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 167(SB9), 509-519. https://doi.org/10.1680/stbu.13.00027
  45. Zhu, W.Q., Jia, J.Q., Gao, J.C. and Zhang, F.S. (2016), "Experimental study on steel reinforced high-strength concrete columns under cyclic lateral force and constant axial load", Eng. Struct., 125, 191-204. https://doi.org/10.1016/j.engstruct.2016.07.018
  46. Zhu, W.Q., Jia, J.Q. and Zhang, J.G. (2017), "Experimental research on seismic behavior of steel reinforced high-strength concrete short columns", Steel Compos. Struct., Int. J., 25(5), 603-615. https://doi.org/10.12989/scs.2017.25.5.603

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