Browse > Article
http://dx.doi.org/10.12989/scs.2021.41.4.567

Experimental study and finite-element analysis of shear wall with CFST, column-form reinforcement, and diagonal bars  

Su, Hao (School of Civil Engineering, Xi'an University of Architecture and Technology)
Zhu, Lihua (School of Civil Engineering, Xi'an University of Architecture and Technology)
Wang, Yaohong (School of Civil Engineering, Inner Mongolia University of Technology)
Publication Information
Steel and Composite Structures / v.41, no.4, 2021 , pp. 567-580 More about this Journal
Abstract
A new type of composite shear wall with concrete-filled steel tubular frames, column-form reinforcement, and diagonal bars (CFST-CFR-DBSW) was proposed to develop high-efficiency lateral force resistance components for high-rise buildings. In order to study the seismic performance of the new shear wall, four specimens were designed: the new shear wall (CFST-CFR-DBSW), a shear wall with column-form reinforcement and diagonal bars (CFR-DBSW), an ordinary reinforced concrete shear wall (RCSW), and an ordinary reinforced concrete shear wall with concrete-filled steel tubular frames (CFST-RCSW). These specimens were constructed, and then tested under low-cycle loading. Using the experimental results, the anti-seismic behavior indexes of the four specimens were analyzed, including failure mode, bearing capacity, ductility, energy dissipation, stiffness degradation, and damage. A finite-element model of the new shear wall was established with ABAQUS to investigate the influence of the thickness of the steel tube, concrete strength, diameter of the column-reinforcement, and diameter of the diagonal bars on the seismic performance of the shear wall specimen. The research results showed that, compared with other specimens, CFST-CFR-DBSW was significantly strengthened with respect to bearing capacity, deformation, energy dissipation, stiffness, and damage. In addition, the results calculated by the ABAQUS finite-element model was in good agreement with the experimental results, and the influence rules of relevant parameters on the seismic performance of CFST-CFR-DBSW were obtained.
Keywords
column-form reinforcement; concrete-filled steel tubular frames; damage model; diagonal bars; finite-element analysis; seismic behavior;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Ren, F.M., Chen, J.W., Chen, G.M. and Jiang, T. (2018), "Seismic behavior of composite shear walls incorporating concrete-filled steel and FRP tubes as boundary elements", Eng. Struct., 168, 405-419. https://doi.org/10.1016/j.engstruct.2018.04.032.   DOI
2 Seddighi, M., Barkhordari, M.A. and Hosseinzadeh, S.A.A. (2019), "Behavior of FRP-reinforced steel plate shear walls with various reinforcement designs", Steel Compos. Struct., 33(5), 729-746. https://doi.org/10.12989/scs.2019.33.5.729.   DOI
3 Yin, Z.Z., Zhang, H. and Yang, W.W. (2019), "Study on seismic performance and damage analysis of steel plate shear wall with partially encased composite (PEC) columns," Appl. Sci.-Basel., 9(6), 907. https://doi.org/10.3390/app9050907.   DOI
4 Zhang, J.W., Li, X.Y., Cao, W.L. and Cheng, Y. (2020), "Seismic behavior of composite shear walls incorporating high-strength materials and CFST boundary elements", Eng. Struct., 220, 110994. https://doi.org/10.1016/j.engstruct.2020.110994.   DOI
5 Cao, Z.G., Wang, Z.C., Du, P., Liu, H. and Fan, F. (2020), "Quasi-static experiments on steel plate shear walls reinforced with X-shaped restrainers", J. Build. Eng., 31, 101451. https://doi.org/10.1016/j.jobe.2020.101451.   DOI
6 Zhang, J.W., Zheng, W.B., Cao, W.L. and Wang, M. (2019), "Seismic performance of composite walls with concrete-filled square steel-tube boundary element", Eur. J. Environ. Civil Eng., 1-19. https://doi.org/10.1080/19648189.2019.1618737.   DOI
7 Zhao, J., Shen, F.Q., Si, C.Z., Sun, Y.P. and Yin, L. (2020), "Experimental investigation on seismic resistance of RC shear walls with CFRP bars in boundary elements", Int. J. Concrete Struct. Mater., 14(1). https://doi.org/10.1186/s40069-019-0377-5.   DOI
8 Ali, M.M., Osman, S.A., Husam, O.A. and Al-Zand, A.W. (2018), "Numerical study of the cyclic behavior of steel plate shear wall systems (SPSWs) with differently shaped openings", Steel Compos. Struct., 26(3), 729-746. https://doi.org/10.12989/scs.2018.26.3.361.   DOI
9 Arabzadeh, A., Soltani, M. and Ayazi, A. (2011), "Experimental investigation of composite shear walls under shear loadings", Thin-Wall. Struct., 49(7), 842-854. https://doi.org/10.1016/j.tws.2011.02.009.   DOI
10 Bypour, M., Gholhaki, M., Kioumarsi, M. and Kioumarsi, B. (2019), "Nonlinear analysis to investigate effect of connection type on behavior of steel plate shear wall in RC frame", Eng. Struct., 179, 611-624. https://doi.org/10.1016/j.engstruct.2018.11.010.   DOI
11 Chen, Y., Li, J.Z. and Lu, Z. (2017), "Experimental study and numerical simulation on hybrid coupled shear wall with replaceable coupling beams", Sustainability., 11(3), 867. https://doi.org/10.3390/su11030867.   DOI
12 Hou, H.T., Fu, W.Q., Qiu, C.X., Cheng, J.R., Qiu, Z., Zhu, W.C. and Ma T.X. (2019), "Effect of axial compression ratio on concrete-filled steel tube composite shear wall", Adv. Struct. Eng., 22(3), 656-669. https://doi.org/10.1177/1369433218796407.   DOI
13 Demir, A., Ercan, E. and Demir, D.D. (2018). "Strengthening of reinforced concrete beams using external steel members", Steel Compos. Struct., 27(4), 453-464. https://doi.org/10.12989/scs.2018.27.4.453.   DOI
14 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., 28(5), 611-625. https://doi.org/10.12989/scs.2018.28.5.527.   DOI
15 GB 50010-2010 (2010), Code for design of concrete structures, Ministry of Housing and Urban-Rural Development of the People's Republic of China; Beijing, China.
16 Liu, W. (2018), "Research on mechanism of concrete-filled steel tubes subjected to local compression", Master. Dissertation, Fuzhou University of Technology, Fuzhou.
17 Chen, Z., Wu, J. and Liu, H.B. (2019), "Seismic behavior of steel plate-concrete shear walls with holes", Appl. Sci., 9(23), 5255. https://doi.org/10.3390/app9235255.   DOI
18 Jalali, S.A. and Banazadeh, M. (2016). "Development of a new deteriorating hysteresis model for seismic collapse assessment of thin steel plate shear walls", Thin-Wall. Struct., 106, 244-257. https://doi.org/10.1016/j.tws.2016.05.008.   DOI
19 JGJ/T 101-2015 (2015), Specification for seismic test of buildings, Ministry of Housing and Urban-Rural Development of the People's Republic of China; Beijing, China.
20 Jiang, H.B., Qiu, H.X. and Sun, J. (2020), "Influence of friction-bearing devices on seismic behavior of PC shear walls with end columns", Eng. Struct., 210(2020), 110293. https://doi.org/10.1016/j.engstruct.2020.110293.   DOI
21 Phillips, A.R., Eatherton, M.R. (2018), "Large-scale experimental study of ring shaped-steel plateshear walls", J. Struct. Eng., 144(8),04018106. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002119.   DOI
22 Luo, X., Liang, X.W. and Deng, M.K. (2012), "Analyses of seismic damage model for high-strength concrete shear wall," J. Earthq. Eng. Eng. Vib., 32(4), 145-151. https://doi.org/10.13197/j.eeev.2012.04.020.   DOI
23 Mosallam, A.S and Nasr, A. (2017), "Structural performance of RC shear walls with post-construction openings strengthened with FRP composite laminates", Compos. Part B-Eng., 115, 488-504. https://doi.org/10.1016/j.compositesb.2016.06.063.   DOI
24 Nie, B., Xu, S.H., Zhang, H.J. and Zhang Z.X. (2020), "Experimental and numerical studies on the behaviour of corroded cold-formed steel columns", Steel Compos. Struct., 35(5), 611-625. https://doi.org/10.12989/scs.2020.35.5.611.   DOI
25 Qian, J.R., Jiang, Z. and Ji, X.D. (2012), "Behavior of steel tube-reinforced concrete composite walls subjected to high axial force and cyclic loading", Eng. Struct., 36, 173-184. https://doi.org/10.1016/j.engstruct.2011.10.026.   DOI
26 Shariati, M., Faegh, S.S., Mehrabi, P. and Bahavarnia, S. (2019), "Numerical study on the structural performance of corrugated low yield point steel plate shear walls with circular openings", Steel Compos. Struct., 33(4), 569-581. https://doi.org/10.12989/scs.2019.33.4.569.   DOI
27 Wang, Y.H., Gao, Z.Y., Han, Q., Feng, L., Su, H. and Zhao N.N. (2018), "Experimental study on the seismic behavior of a shear wall with concrete-filled steel tubular frames and a corrugated steel plate", Struct. Des. Tall Spec., 27(15), e1509. https://doi.org/10.1002/tal.1509.   DOI