Browse > Article
http://dx.doi.org/10.12989/scs.2018.27.1.075

The multi-axial strength performance of composited structural B-C-W members subjected to shear forces  

Zhu, Limeng (School of Civil Engineering, Qingdao University of Technology)
Zhang, Chunwei (School of Civil Engineering, Qingdao University of Technology)
Guan, Xiaoming (School of Civil Engineering, Qingdao University of Technology)
Uy, Brian (School of Civil Engineering, University of Sydney)
Sun, Li (School of Civil Engineering, Shenyang Jianzhu University)
Wang, Baolin (Graduate School at Shenzhen, Harbin Institute of Technology)
Publication Information
Steel and Composite Structures / v.27, no.1, 2018 , pp. 75-87 More about this Journal
Abstract
This paper presents a new method to compute the shear strength of composited structural B-C-W members. These B-C-W members, defined as concrete-filled steel box beams, columns and shear walls, consist of a slender rectangular steel plate box filled with concrete and inserted steel plates connecting the two long-side steel plates. These structural elements are intended to be used in structural members of super-tall buildings and nuclear safety-related structures. The concrete confined by the steel plate acts to be in a multi-axial stressed state: therefore, its shear strength was calculated on the basis of a concrete's failure criterion model. The shear strength of the steel plates on the long sides of the structural element was computed using the von Mises plastic strength theory without taking into account the buckling of the steel plate. The spacing and strength of the inserted plates to induce plate yielding before buckling was determined using elastic plate theory. Therefore, a predictive method to compute the shear strength of composited structural B-C-W members without considering the shear span ratio was obtained. A coefficient considering the influence of the shear span ratio was introduced into the formula to compute the anti-lateral bearing capacity of composited structural B-C-W members. Comparisons were made between the numerical results and the test results along with this method to predict the anti-lateral bearing capacity of concrete-filled steel box walls. Nonlinear static analysis of concrete-filled steel box walls was also conducted by using ABAQUS and the results agreed well with the experimental data.
Keywords
shear strength; multi-axial stressing state; concrete failure criterion; shear span ratio; buckling; nonlinear static analysis;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
1 Pant, D.R., Montgomery, M. and Christopoulos, C. (2017), "Analytical Study on the Dynamic Properties of Viscoelastically Coupled Shear Walls in High-Rise Buildings", J. Eng. Mech., 143(8), 04017047.   DOI
2 Rabbat, B.G. and Russell, H.G. (1985), "Friction coefficient of steel on concrete or grout", J. Struct. Eng., 111(3), 505-515.   DOI
3 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.   DOI
4 Rafiei, S., Hossain, K.M.A., Lachemi, M. and Behdinan, K. (2015), "Profiled sandwich composite wall with high performance concrete subjected to monotonic shear", J. Constr. Steel Res., 107, 124-136.   DOI
5 Rahai, A. and Hatami, F. (2009), "Evaluation of composite shear wall behavior under cyclic loadings", J. Constr. Steel Res., 65(7), 1528-1537.   DOI
6 Uy, B., Wright, H.D. and Bradford, M.A. (2001), "Strength of profiled composite walls subjected to axial and bending loads", Proc. Inst. Civ. Eng. Struct. Build., 146(2), 129-139.   DOI
7 Vecchio, F.J. and McQuade, I. (2011), "Towards improved modeling of steel-concrete composite wall elements", Nucl. Eng. Des., 241(8), 2629-2642.   DOI
8 Wang, B., Jiang, H. and Lu, X. (2017a), "Seismic performance of steel plate reinforced concrete shear wall and its application in China Mainland", J. Constr. Steel Res., 131, 132-143.   DOI
9 Wang, M., Borello, D.J. and Fahnestock, L.A. (2017b), "Boundary frame contribution in coupled and uncoupled steel plate shear walls", Earthq. Eng. Struct. Dyn., 46(14), 2355-2380.   DOI
10 Link, R.A. and Elwi, A.E. (2004), "Composite concrete -steel plate walls: analysis and behavior", J. Struct. Eng.-Asce, 121(2), 260-271.
11 Clubley, S.K., Moy, S.S.J. and Xiao, R.Y. (2003), "Shear strength of steel-concrete-steel composite panels. Part I - testing and numerical modelling", J. Constr. Steel Res., 59(6), 781-794.   DOI
12 Zhao, Q.H. and Astaneh-Asl, A. (2004), "Cyclic behavior of traditional and innovative composite shear walls", J. Struct. Eng.-Asce, 130(2), 271-284.   DOI
13 Zhou, D., Liu, L. and Zhu, L. (2016), "Lateral load-carrying capacity analyses of composite shear walls with double steel plates and filled concrete with binding bars", J. Central South Univ., 23(8), 2083-2091.   DOI
14 ACI 352R-02 (2002), Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures.
15 Bradford, M.A., Wright, H.D. and Uy, B. (1998), "Short- and long-term behaviour of axially loaded composite profiled walls", Proc. Inst. Civ. Eng. Struct. Build., 128(1), 26-37.   DOI
16 Chen, L., Mahmoud, H., Tong, S.M. and Zhou, Y. (2015), "Seismic behavior of double steel plate-HSC composite walls", Eng. Struct., 102, 1-12.   DOI
17 Dastfan, M. and Driver, R. (2016), "Large-scale test of a modular steel plate shear wall with partially encased composite columns", J. Struct. Eng., 142(2), 04015142.   DOI
18 Emori, K. (2002), "Compressive and shear strength of concrete filled steel box wall", Steel Struct., 26(2), 29-40.
19 Guo, Z. and Wang, C. (1991), "Investigation of strength and failure criterion of concrete under multi-axial stresses", China Civil Eng. J., 24(3), 1-14.
20 Hossain, K.M.A., Rafiei, S., Lachemi, M. and Behdinan, K. (2016a), "Structural performance of profiled composite wall under in-plane cyclic loading", Eng. Struct., 110, 88-104.   DOI
21 Hossain, K.M.A., Rafiei, S., Lachemi, M., Behdinan, K. and Anwar, M.S. (2016b), "Finite element modeling of impact shear resistance of double skin composite wall", Thin-Wall. Struct., 107, 101-118.   DOI
22 Hossain, K.M.A. and Wright, H.D. (2004), "Flexural and shear behaviour of profiled double skin composite elements", Steel Compos. Struct., Int. J., 4(2), 113-132.   DOI
23 Huang, Z. and Liew, J.Y.R. (2016a), "Compressive resistance of steel-concrete-steel sandwich composite walls with J-hook connectors", J. Constr. Steel Res., 124, 142-162.   DOI
24 Huang, Z. and Liew, J.Y.R. (2016b), "Numerical studies of steelconcrete-steel sandwich walls with J-hook connectors subjected to axial loads", Steel Compos. Struct., Int. J., 21(3), 461-477.   DOI
25 Huang, Z. and Liew, J.Y.R. (2016c), "Structural behaviour of steel-concrete-steel sandwich composite wall subjected to compression and end moment", Thin-Wall. Struct., 98, 592-606.   DOI
26 Liang, Q.Q., Uy, B., Wright, H.D. and Bradford, M.A. (2003), "Local and post-local buckling of double skin composite panels", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 156(2), 111-119.   DOI
27 Liew, J.Y.R., Yan, J.B. and Huang, Z.Y. (2017), "Steel-concretesteel sandwich composite structures-recent innovations", J. Constr. Steel Res., 130, 202-221.   DOI
28 Liang, Q.Q., Uy, B., Wright, H.D. and Bradford, M.A. (2004), "Local buckling of steel plates in double skin composite panels under biaxial compression and shear", J. Struct. Eng.-Asce, 130(3), 443-451.   DOI