Steel and Composite Structures

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Experimental and numerical studies on the frame-infill in-teraction in steel reinforced recycled concrete frames

  • Xue, Jianyang (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Huang, Xiaogang (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Luo, Zheng (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Gao, Liang (College of Civil Engineering, Xi'an University of Architecture and Technology)
  • Received : 2014.08.14
  • Accepted : 2016.02.20
  • Published : 2016.04.30
⟨ Previous Next ⟩

Abstract

Masonry infill has a significant effect on stiffness contribution, strength and ductility of masonry-infilled frames. These effects may cause damage of weak floor, torsional damage or short-column failure in structures. This article presents experiments of 1/2.5-scale steel reinforced recycled aggregates concrete (SRRC) frames. Three specimens, with different infill rates consisted of recycled concrete hollow bricks (RCB), were subjected to static cyclic loads. Test phenomena, hysteretic curves and stiffness degradation of the composite structure were analyzed. Furthermore, effects of axial load ratio, aspect ratio, infill thickness and steel ratio on the share of horizontal force supported by the frame and the infill were obtained in the numerical example.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China

References

  1. Agrawal, R. and Hora, M.S. (2012), "Nonlinear interaction behaviour of infilled frame-isolated footings-soil system subjected to seismic loading", Struct. Eng. Mech., Int. J., 44(1), 85-107. https://doi.org/10.12989/sem.2012.44.1.085
  2. Asteris, P.G., Antoniou, S.T. and Sophianopoulos, D.S. (2011), "Mathematical macromodeling of infilled frames: State of the art", J. Struct. Eng., 137(12), 1508-1517. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000384
  3. Cavaleri, L. and Di Trapani, F. (2014), "Cyclic response of masonry infilled RC frames: Experimental results and simplified modeling", Soil Dyn. Earth. Eng., 65(7), 224-242. https://doi.org/10.1016/j.soildyn.2014.06.016
  4. Dolsek, M. and Fajfar, P. (2008), "The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame-a deterministic assessment", Eng. Struct., 30(7), 1991-2001. https://doi.org/10.1016/j.engstruct.2008.01.001
  5. El-Dakhakhni, W.W., Elgaaly, M. and Hamid, A.A. (2003), "Three-strut model for concrete masonryinfilled steel frames", J. Struct. Eng., 129(2), 177-185. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:2(177)
  6. Etxeberria, M., Vazquez, E. and Mari, A. (2007), "Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete", Cem. Concr. Res., 37(5), 735-742. https://doi.org/10.1016/j.cemconres.2007.02.002
  7. Gomes, M. and de Brito, J. (2009), "Structural concrete with incorporation of coarse recycled concrete and ceramic aggregates: Durability performance", Mater. Struct., 42(5), 663-675. https://doi.org/10.1617/s11527-008-9411-9
  8. Hashemi, S.A. (2007), "Seismic evaluation of reinforced concrete building including effects of masonry infill walls", Ph.D. Dissertation; University of California, Berkeley, CA, USA.
  9. Koutromanos, I., Stavridis, A. and Shing, P.B. (2011), "Numerical modeling of masonry-infilled RC frames subjected to seismic loads", Com. Struct., 89(11), 1026-1037. https://doi.org/10.1016/j.compstruc.2011.01.006
  10. Liu, Z.Q., Xue, J.Y. and Ma, H. (2015), "Testing and numerical simulation of the normal cross-section bearing capacity of steel reinforced recycled concrete columns", Eng. Mech., 32(1), 81-87.
  11. Lubliner, J. (2006), Plasticity Theory, Pearson Education, Upper Saddle River, NJ, USA.
  12. Ma, H., Xue, J.Y. and Zhang, X.C. (2013), "Seismic performance of steel-reinforced recycled concrete columns under low cyclic loads", Constr. Build. Mater., 48, 229-237. https://doi.org/10.1016/j.conbuildmat.2013.06.019
  13. 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)
  14. Otsuki, N., Miyazato, S. and Yodsudjai, W. (2003), "Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration and carbonation of concrete", J. Mater. Civil Eng., 15(5), 443-451. https://doi.org/10.1061/(ASCE)0899-1561(2003)15:5(443)
  15. Poon, C.S., Kou, S.C. and Lam, L. (2002), "Use of recycled aggregates in molded concrete bricks and blocks", Constr. Build. Mater., 16(5), 281-289. https://doi.org/10.1016/S0950-0618(02)00019-3
  16. Pujol, S. and Fick, D. (2010), "The test of a full-scale three-story RC structure with masonry infill walls", Eng. Struct., 32(10), 3112-3121. https://doi.org/10.1016/j.engstruct.2010.05.030
  17. Smyrou, E., Blandon, C. and Antoniou, S. (2011), "Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled RC frames", Bull. Earthq. Eng., 9(6), 1519-1534. https://doi.org/10.1007/s10518-011-9262-6
  18. Tasnimi, A.A. and Mohebkhah, A. (2011), "Investigation on the behavior of brick-infilled steel frames with openings, experimental and analytical approaches", Eng. Struct., 33(3), 968-980. https://doi.org/10.1016/j.engstruct.2010.12.018
  19. Xiao, J.Z. (2008), Recycled Concrete, Architecture and Building Press, Beijing, China.
  20. Xue, J.Y., Bao, Y.Z. and Ren, R. (2014), "Experimental study on seismic performance of steel reinforced recycled concrete inner-frame joints under low-cyclic reversed loading", China Civ. Eng. J., 47(10), 1-8.

Cited by

  1. Experimental studies on steel frame structures of traditional-style buildings vol.22, pp.2, 2016, https://doi.org/10.12989/scs.2016.22.2.235
  2. Influence of infill configurations on seismic responses of steel self-centering moment resisting frames vol.27, pp.10, 2018, https://doi.org/10.1002/tal.1474
  3. Seismic experiment and performance index studies on recycled aggregate concrete filled steel tube frames infilled with recycled hollow block filler walls vol.22, pp.3, 2021, https://doi.org/10.1002/suco.202000254