Steel and Composite Structures

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Theoretical and experimental study on shear strength of precast steel reinforced concrete beam

  • Yang, Yong (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Xue, Yicong (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Yu, Yunlong (School of Civil Engineering, Xi'an University of Architecture and Technology)
  • Received : 2018.05.05
  • Accepted : 2019.07.30
  • Published : 2019.08.25
⟨ Previous Next ⟩

Abstract

With the aim to put forward the analytical model for calculating the shear capacity of precast steel reinforced concrete (PSRC) beams, a static test on two full-scale PSRC specimens was conducted under four-point loading, and the failure modes and strain developments of the specimens were critically investigated. Based on the test results, a modified truss-arch model was proposed to analyze the shear mechanisms of PSRC and cast-in-place SRC beams. In the proposed model, the overall shear capacity of PSRC and cast-in-place SRC beams can be obtained by combining the shear capacity of encased steel shape with web concrete determined by modified Nakamura and Narita model and the shear capacity of reinforced concrete part determined by compatible truss-arch model which can consider both the contributions of concrete and stirrups to shear capacity in the truss action as well as the contribution of arch action through compatibility of deformation. Finally, the proposed model is compared with other models from JGJ 138 and AISC 360 using the available SRC beam test data consisting of 75 shear-critical PSRC and SRC beams. The results indicate that the proposed model can improve the accuracy of shear capacity predictions for shear-critical PSRC and cast-in-place SRC beams, and relatively conservative results can be obtained by the models from JGJ 138 and AISC 360.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China

References

  1. AISC 360-10 (2010), Specification for structural steel buildings, American Institute of Steel Construction; Chicago, IL, USA.
  2. Bentz, E.C., Vecchio, F.J. and Collins, M.P. (2006), "Simplified modified compression field theory for calculating shear strength of reinforced concrete elements", ACI Struct. J., 103(4), 614-624.
  3. Chen, Z. and Liu, X. (2018), "Seismic behavior of steel reinforced concrete cross-shaped column under combined torsion", Steel Compos. Struct., Int. J., 26(4), 407-420. http://dx.doi.org/10.12989/scs.2018.26.4.407
  4. Choi, K.K. and Park, H.G. (2007), "Unified shear strength model for reinforced concrete beams - part ii: verification and simplified method", ACI Struct. J., 104(2), 153-161.
  5. Chu, L., Li, D., Ma, X. and Zhao, J. (2018), "Cyclic behaviour of concrete encased steel (CES) column-steel beam joints with concrete slabs", Steel Compos. Struct., Int. J., 29(6), 735-748. http://dx.doi.org/10.12989/scs.2018.29.6.735
  6. Deng, M., Ma, F., Ye, W. and Liang, X. (2018), "Investigation of the shear strength of HDC deep beams based on a modified direct strut-and-tie model", Constr. Build. Mater., 172, 340-348. https://doi.org/10.1016/j.conbuildmat.2018.03.274
  7. Elmy, M.H. and Nakamura, S. (2017), "Static and seismic behaviours of innovative hybrid steel reinforced concrete bridge", J. Constr. Steel Res., 138, 701-713. https://doi.org/10.1016/j.jcsr.2017.08.025
  8. GB 50010-2010 (2010), Code for Design of Concrete Structures, MoHURD; Beijing, China. [In Chinese]
  9. He, J., Liu, Y., Chen, A. and Yoda, T. (2012), "Shear behavior of partially encased composite i-girder with corrugated steel web: experimental study", J. Constr. Steel Res., 77, 193-209. https://doi.org/10.1016/j.jcsr.2012.05.005
  10. Huang, Z., Huang, X., Li, W., Mei, L. and Liew, J.Y. (2019), "Experimental behavior of VHSC encased composite stub column under compression and end moment", Steel Compos. Struct., Int. J., 31(1), 69-83. http://dx.doi.org/10.12989/scs.2019.31.1.069
  11. Ichinose, T. (1992), "A shear design equation for ductile RC members", Earthq. Eng. Struct. Dyn., 21(3), 197-214. https://doi.org/10.1002/eqe.4290210302
  12. JGJ 138-2016 (2016), Code for design of composite structures, MoHURD; Beijing, China. [In Chinese]
  13. Kim, J.H. and Mander, J.B. (2007), "Influence of transverse reinforcment on elastic shear stiffness of cracked concrete elements", Eng. Struct., 29(8), 1798-1807. https://doi.org/10.1016/j.engstruct.2006.10.001
  14. Kim, S., Hong, W.K., Kim, J.H. and Kim, J.T. (2013), "The development of modularized construction of enhanced precast composite structural systems (smart green frame) and its embedded energy efficiency", Energy Build., 66(5), 16-21. https://doi.org/10.1016/j.enbuild.2013.07.023
  15. Liang, J., Zhang, G., Wang, J. and Hu, M. (2019), "Mechanical behaviour of partially encased composite columns confined by CFRP under axial compression", Steel Compos. Struct., Int. J., 31(2), 125-131. http://dx.doi.org/10.12989/scs.2019.31.2.125
  16. Ma, H., Xue, J., Liu, Y. and Dong, J. (2016), "Numerical analysis and horizontal bearing capacity of steel reinforced recycled concrete columns", Steel Compos. Struct., Int. J., 22(4), 797-820. http://dx.doi.org/10.12989/scs.2016.22.4.797
  17. Massone, L.M., Sayre, B.L. and Wallace, J.W. (2017), "Load-deformation responses of slender structural steel reinforced concrete walls", Eng. Struct., 140, 77-88. https://doi.org/10.1016/j.engstruct.2017.02.050
  18. Nakamura, S.I. and Narita, N. (2003), "Bending and shear strengths of partially encased composite I-girders", J. Constr. Steel Res., 59(12), 1435-1453. https://doi.org/10.1016/S0143-974X(03)00104-4
  19. Nzabonimpa, J.D., Hong, W.K. and Kim, J. (2017), "Nonlinear finite element model for the novel mechanical beam-column joints of precast concrete-based frames", Comput. Struct., 189, 31-48. https://doi.org/10.1016/j.compstruc.2017.04.016
  20. Nzabonimpa, J.D., Hong, W.K. and Kim, J. (2018), "Strength and post-yield behavior of T-section steel encased by structural concrete", Struct. Des. Tall Special Build., 27(5), 1-25. https://doi.org/10.1002/tal.1447
  21. Pan, Z. and Li, B. (2013), "Truss-arch model for shear strength of shear-critical reinforced concrete columns", J. Struct. Eng., 139(4), 548-560. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000677
  22. Park, R. (1988), "State of the art report ductility evaluation from laboratory and analytical testing", Proceedings of 9th World Conference on Earthquake Engineering, Tokyo, Japan, August.
  23. Rana, M.M., Lee, C.K., Al-Deen, S. and Zhang, Y.X. (2018), "Flexural behaviour of steel composite beams encased by engineered cementitious composites", J. Constr. Steel Res., 143, 279-290. https://doi.org/10.1016/j.jcsr.2018.01.004
  24. Xiao, C., Deng, F., Chen, T. and Zhao, Z. (2017), "Experimental study on concrete-encased composite columns with separate steel sections", Steel Compos. Struct., Int. J., 23(4), 483-491. http://dx.doi.org/10.12989/scs.2017.23.4.483
  25. Yan, B., Liu, J. and Zhou, X. (2017), "Axial load behavior and stability strength of circular tubed steel reinforced concrete (SRC) columns", Steel Compos. Struct., Int. J., 25(5), 545-556. http://dx.doi.org/10.12989/scs.2017.25.5.545
  26. Yang, Y., Yu, Y., Guo, Y., Roeder, C.W., Xue, Y. and Shao, Y. (2016), "Experimental study on shear performance of partially precast castellated steel reinforced concrete (CPSRC) beams", Steel Compos. Struct., Int. J., 21(2), 289-302. http://dx.doi.org/10.12989/scs.2016.21.2.289
  27. Yang, Y., Xue, Y., Yu, Y., Ma, N. and Shao, Y. (2017), "Experimental study on flexural performance of partially precast steel reinforced concrete beams", J. Constr. Steel Res., 133, 192-201. https://doi.org/10.1016/j.jcsr.2017.02.019
  28. Yang, Y., Xue, Y., Yu, Y. and Gao, F. (2018), "Experimental study on seismic performance of partially precast steel reinforced concrete columns", Eng. Struct., 175, 63-75. https://doi.org/10.1016/j.engstruct.2018.08.027
  29. Zhu, W., Jia, J. and Zhang, J. (2017), "Experimental research on seismic behavior of steel reinforced high-strength concrete short columns", Steel Compos. Struct., Int. J., 25(5), 603-615. http://dx.doi.org/10.12989/scs.2017.25.5.603

Cited by

  1. Shear behavior and shear capacity prediction of precast concrete-encased steel beams vol.36, pp.3, 2020, https://doi.org/10.12989/scs.2020.36.3.261