Steel and Composite Structures

  • 제30권5호
  • /
  • Pages.405-416
  • /
  • 2019
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Compressive behavior of profiled double skin composite wall

  • Qin, Ying (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University) ;
  • Li, Yong-Wei (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University) ;
  • Su, Yu-Sen (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University) ;
  • Lan, Xu-Zhao (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University) ;
  • Wu, Yuan-De (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University) ;
  • Wang, Xiang-Yu (Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University)
  • 투고 : 2018.11.05
  • 심사 : 2019.02.18
  • 발행 : 2019.03.10
⟨ 이전 논문 다음 논문 ⟩

초록

Profiled composite slab has been widely used in civil engineering due to its structural merits. The extension of this concept to the bearing wall forms the profiled composite wall, which consists of two external profiled steel plates and infill concrete. This paper investigates the structural behavior of this type of wall under axial compression. A series of compression tests on profiled composite walls consisting of varied types of profiled steel plate and edge confinement have been carried out. The test results are evaluated in terms of failure modes, load-axial displacement curves, strength index, ductility ratio, and load-strain response. It is found that the type of profiled steel plate has influence on the axial capacity and strength index, while edge confinement affects the failure mode and ductility. The test data are compared with the predictions by modern codes such as AISC 360, BS EN 1994-1-1, and CECS 159. It shows that BS EN 1994-1-1 and CECS 159 significantly overestimate the actual compressive capacity of profiled composite walls, while AISC 360 offers reasonable predictions. A method is then proposed, which takes into account the local buckling of profiled steel plates and the reduction in the concrete resistance due to profiling. The predictions show good correlation with the test results.

키워드

과제정보

연구 과제 주관 기관 : Central Universities

참고문헌

  1. AISC 360-16 (2016), Specification for structural steel buildings; American Institute of Steel Construction, Chicago, IL, USA.
  2. Al-Deen, S. (2018), "Hydro-mechanical analysis of non-uniform shrinkage development and its effects on steel-concrete composite slabs", Steel Compos. Struct., Int. J., 26(3), 303-314.
  3. Bednar, J., Wald, F., Vodicka, J. and Kohoutkova, A. (2013), "Experiments on membrane action of composite floors with steel fibre reinforced concrete slab exposed to fire", Fire Safety J., 59, 111-121. https://doi.org/10.1016/j.firesaf.2013.04.008
  4. BS EN 1994-1-1 (2004), Eurocode 4: Design of composite steel and concrete structures-Part 1-1: General rules and rules for buildings; British Standards Institution, London, UK.
  5. CECS 159 (2004), Technical specification for structures with concrete-filled rectangular steel tube members; China Association for Engineering Construction Standardization, Beijing, China.
  6. Fang, H., Xu, X., Liu, W.Q., Qi, Y.J., Bai, Y., Zhang, B. and Hui, D. (2016), "Flexural behavior of composite concrete slabs reinforced by FRP grid facesheets", Compos. Part B-Eng., 92, 46-62. https://doi.org/10.1016/j.compositesb.2016.02.029
  7. Gholamhoseini, A., Gilbert, R.I., Bradford, M. and Chang, Z.T. (2014), "Time-Dependent Deflection of Composite Concrete Slahs", ACI Struct., J., 111(4), 765-775. https://doi.org/10.14359/51686629
  8. Hao, T.Y., Cao, W.L., Qiao, Q.Y., Liu, Y. and Zheng, W.B. (2017), "Structural performance of composite shear walls under compression", Appl. Sci.-Basel, 7(2), 162. https://doi.org/10.3390/app7020162
  9. Hilo, S.J., Badaruzzaman, W.H.W., Osman, S.A. and Al-Zand, A.W. (2016), "Structural behavior of composite wall systems strengthened with embedded cold-formed steel tube", Thin Wall Struct., 98, 607-616. https://doi.org/10.1016/j.tws.2015.10.028
  10. Hossain, K.M.A. (2000), "Axial load behaviour of pierced profied composite walls", IPENZ Transaction, 27(1), 1-7.
  11. Kataoka, M.N., Friedrich, J.T. and El Debs, A.L.H.C. (2017), "Experimental investigation of longitudinal shear behavior for composite floor slab", Steel Compos. Struct., Int. J., 23(3), 351-362. https://doi.org/10.12989/scs.2017.23.3.351
  12. Liang, Q.Q. and Uy, B. (2000), "Theoretical study on the postlocal buckling of steel plates in concrete-filled box columns", Comput. Struct., 75, 479-490. https://doi.org/10.1016/S0045-7949(99)00104-2
  13. Mydin, M.A.O. and Wang, Y.C. (2011), "Structural performance of lightweight steel-foamed concrete-steel composite walling system under compression", Thin Wall Struct., 49, 66-76. https://doi.org/10.1016/j.tws.2010.08.007
  14. Prabha, P., Marimuthu, V., Saravanan, M., Palani, G.S., Lakshmanan, N. and Senthil, R. (2013), "Effect of confinement on steel-concrete composite light-weight load-bearing wall panels under compression", J. Constr. Steel Res., 81, 11-19. https://doi.org/10.1016/j.jcsr.2012.10.008
  15. Qin, Y. and Chen, Z.H. (2016), "Research on cold-formed steel connections: A state-of-the-art review", Steel Compos. Struct., Int. J., 20(1), 21-41. https://doi.org/10.12989/scs.2016.20.1.021
  16. Qin, Y., Chen, Z.H. and Rong, B. (2015a), "Component-based mechanical models for concrete-filled RHS connections with diaphragms under bending moment", Adv. Struct. Eng., 18(8), 1241-1255. https://doi.org/10.1260/1369-4332.18.8.1241
  17. Qin, Y., Chen, Z.H. and Rong, B. (2015b), "Modeling of CFRT through-diaphragm connections with H-beams subjected to axial load", J. Contr. Steel Res., 114, 146-156. https://doi.org/10.1016/j.jcsr.2015.04.015
  18. Qin, Y., Chen, Z.H., Bai, J.J. and Li, Z.L. (2016), "Test of extended thick-walled through-diaphragm connection to thickwalled CFT column", Steel Compos. Struct., Int. J., 20(1), 1-20. https://doi.org/10.12989/scs.2016.20.1.001
  19. Qin, Y., Shu, G.P., Fan, S.G., Lu, J.Y., Cao, S. and Han, J.H. (2017a), "Strength of double skin steel-concrete composite walls", Int. J. Steel Struct., 17(2), 535-541. https://doi.org/10.1007/s13296-017-6013-9
  20. Qin, Y., Lu, J.Y. and Cao, S. (2017b), "Theoretical study on local buckling of steel plate in concrete filled tube column under axial compression", ISIJ Int., 57(9), 1645-1651. https://doi.org/10.2355/isijinternational.ISIJINT-2016-755
  21. Qin, Y., Zhang, J.C., Shi, P., Chen, Y.F., Xu, Y.H. and Shi, Z.Z. (2018a), "Behavior of improved through-diaphragm connection to square tubular column under tensile loading", Struct. Eng. Mech., Int. J., 68(4), 475-483.
  22. Qin, Y., Shu, G.P., Du, E.F. and Lu, R.H. (2018b), "Buckling analysis of elastically-restrained steel plates under eccentric compression", Steel Compos. Struct., Int. J., 29(3), 379-389.
  23. Qin, Y., Du. E.F., Li, Y.W. and Zhang, J.C. (2018c), "Local buckling of steel plates in composite structures under combined bending and compression", ISIJ Int., 58(11), 2133-2141. https://doi.org/10.2355/isijinternational.ISIJINT-2018-202
  24. Qin, Y., Shu, G.P., Zhou, X.L., Han, J.H. and He, Y.F. (2019), "Height-thickness ratio on axial behavior of composite wall with truss connector", Steel Compos. Struct., Int. J., 30(4), 315-325. DOI: https://doi.org/10.12989/scs.2019.30.4.315
  25. Rafiei, S., Hossain, K.M.A., Lachemi, M., Behdinan, K. and Anwar, M.S. (2013), "Finite element modeling of double skin profiled composite shear wall system under in-plane loadings", Eng. Struct., 56, 46-57. https://doi.org/10.1016/j.engstruct.2013.04.014
  26. Saggaff, A., Tahir, M.M., Sulaiman, A., Ngian, S.P. and Mirza, J. (2015), "Standardization of composite connections for trapezoid web profiled steel sections", Struct. Eng. Mech., Int. J., 55(4), 765-784. https://doi.org/10.12989/sem.2015.55.4.765
  27. Uy, B. and Bradford, M.A. (1996), "Elastic local buckling of steel plates in composite steel-concrete members", Eng. Struct., 18, 193-200. https://doi.org/10.1016/0141-0296(95)00143-3
  28. Winter, G. (1947), "Strength of thin steel compression flanges", Trans ASCE, 112, 527-554.
  29. Wright, H.D. (1998), "The axial load behaviour of composite walling", J. Constr. Steel Res., 45(3), 353-375. https://doi.org/10.1016/S0143-974X(97)00030-8
  30. Yousefi, M. and Ghalehnovi, M. (2018), "Finite element model for interlayer behavior of double skin steel-concrete-steel sandwich structure with corrugated-strip shear connectors", Steel Compos. Struct., Int. J., 27(1), 123-133.

피인용 문헌

  1. Flexural performance of double skin composite beams at the Arctic low temperature vol.37, pp.4, 2019, https://doi.org/10.12989/scs.2020.37.4.431
  2. Behaviors of novel sandwich composite beams with normal weight concrete vol.38, pp.5, 2019, https://doi.org/10.12989/scs.2021.38.5.599