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Numerical studies of steel-concrete-steel sandwich walls with J-hook connectors subjected to axial loads
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 Title & Authors
Numerical studies of steel-concrete-steel sandwich walls with J-hook connectors subjected to axial loads
Huang, Zhenyu; Liew, J.Y. Richard;
Steel-concrete-steel (SCS) sandwich composite wall has been proposed for building and offshore constructions. An ultra-lightweight cement composite with density1380 kg/m3 and compressive strength up to 60 MPa is used as core material and inter-locking J-hook connectors are welded on the steel face plates to achieve the composite action. This paper presents the numerical models using nonlinear finite element analysis to investigate the load displacement behavior of SCS sandwich walls subjected to axial compression. The results obtained from finite element analysis are verified against the test results to establish its accuracy in predicting load-displacement curves, maximum resistance and failure modes of the sandwich walls. The studies show that the inter-locking J-hook connectors are subjected to tension force due to the lateral expansion of cement composite core under compression. This signifies the important role of the interlocking effect of J-hook connectors in preventing tensile separation of the steel face plates so that the local buckling of steel face plates is prevented.
finite element;J-hook connector;sandwich wall;steel-concrete-steel;ultra-lightweight cement;
 Cited by
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Abaqus 6.13 Online Documentation (2013), Abaqus Analysis User's Manual (C) Dassault Systemes, Hibbit, Karlsson and Sorensen, Inc., RI, USA.

Aboobucker, M.A.M., Wang, T.Y. and Richard Liew, J.Y. (2009), "An experimental investigation on shear bond strength between steel and fresh cast concrete using epoxy", IES J Part A: Civil Struct. Eng., 2(2), 107-115. crossref(new window)

Barth, K.E. and Wu, H.Y. (2006), "Efficient nonlinear finite element modeling of slab on steel stringer bridges", Finite. Elem. Anal. Des., 42(14-15), 1304-1013. crossref(new window)

An, C., Castello, X., Duan, M., Filho, R.D.T. and Estefen, S.F. (2012), "Ultimate strength behavior of sandwich pipes filled with steel fiber reinforced concrete", Ocean. Eng., 55, 125-135. crossref(new window)

Choi, B.J., Kang, C.K. and Park, H.Y. (2014), "Strength and behavior of steel plate-concrete wall structures using ordinary and eco-oriented cement concrete under axial compression", Thin-Wall. Struct., 84, 313-324. crossref(new window)

Dabaon, M., El-Khoriby, S., El-Boghdadi, M. and Hassanein, M.F. (2009), "Confinement effect of stiffened and unstiffened concrete-filled stainless steel tubular stub columns", J. Constr. Steel. Res., 65(8), 1846-1854. crossref(new window)

Epackachi, S., Whittaker, A.S. and Huang, Y.N. (2015), "Analytical modeling of rectangular SC wall panels", J. Constr. Steel. Res., 105, 49-59. crossref(new window)

Hu, H.S. and Nie, J.G. (2015), "Numerical study of concrete-filled steel plate composite coupling beams", Thin-Wall. Struct., 96, 139-154. crossref(new window)

Huang, Z.Y. and Liew, J.Y.R. (2015), "Nonlinear finite element modelling and parametric study of curved steel-concrete-steel double skin composite panels infilled with ultra-lightweight cement composite", Constr. Build. Mater., 95, 922-938. crossref(new window)

Huang, Z.Y. and Liew, J.Y.R. (2016a), "Structural behaviour of steel-concrete-steel sandwich composite wall subjected compression and end moment", Thin-Wall. Struct., 98, 592-606. crossref(new window)

Huang, Z.Y. and Liew, J.Y.R. (2016b), "Compressive resistance of steel-concrete-steel sandwich composite walls with J-hook connectors", J. Constr. Steel. Res. DOI: 10.1016/j.jcsr.2016.05.001 crossref(new window)

Huang, Z.Y., Liew, J.Y.R., Xiong, M.X. and Wang, J.Y. (2015a), "Structural behavior of double skin composite system using ultra-lightweight cement composite", Constr. Build. Mater., 86, 51-63. crossref(new window)

Huang, Z.Y., Wang, J.Y., Liew, J.Y.R. and Marshall, P.W. (2015b), "Lightweight steel-concrete-steel sandwich composite shell subject to punching shear", Ocean. Eng., 102, 146-161. crossref(new window)

Li, W., Han, L.H. and Chan, T.M. (2014), "Numerical investigation on the performance of concrete-filled double-skin steel tubular members under tension", Thin-Wall. Struct., 79, 108-118. crossref(new window)

Liew, J.Y.R. and Sohel, K.M.A. (2009), "Lightweight steel-concrete-steel sandwich system with J-hook connectors", Eng. Struct., 31(5), 1166-1178. crossref(new window)

Liew, J.Y.R. and Wang, T.Y. (2011), "Novel steel-concrete-steel sandwich composite plates subject to impact and blast load", Adv. Struct. Eng., 14(4), 673-687. crossref(new window)

Liew, J.Y.R., Koh, C.G. and Sohel, K.M.A. (2009), "Impact tests on steel-concrete-steel sandwich beams with lightweight concrete core", Eng. Struct., 31(9), 2045-2059. crossref(new window)

Long, Y.L. and Cai, J. (2013), "Stress-strain relationship of concrete confined by rectangular steel tubes with binding bars", J. Constr. Steel. Res., 88, 1-14. crossref(new window)

Marshall, P.W., Sohel, K.M.A., Liew, J.Y.R., Yan, J.B., Palmer, A.C. and Choo, Y.S. (2012), "Development of SCS sandwich composite shell for Arctic Caissons", Proceedings of Offshore Technology Conference, Paper No. 23818, Houston, TX, USA, December.

Nguyen, H.T. and Kim, S.E. (2009), "Finite element modeling of push-out tests for large stud shear connectors", J. Constr. Steel. Res., 65(10-11), 1909-1920. crossref(new window)

Remennikov, A.M. and Kong, S.Y. (2012), "Numerical simulation and validation of impact response of axially-restrained steel-concrete-steel sandwich panels", Comp. Struct., 94(12), 3546-55. crossref(new window)

Remennikov, A.M., Kong, S.Y. and Uy, B. (2013), "The response of axially restrained noncomposite steel-concrete-steel sandwich panels due to large impact loading", Eng. Struct., 49, 806-818. crossref(new window)

Seifi, R. and Abbasi, K. (2015), "Friction coefficient estimation in shaft/bush interference using finite element model updating", Eng. Fail. Anal., 57, 310-322. crossref(new window)

Shanmugam, N.E., Kumar, G. and Thevendran, V. (2002), "Finite element modelling of double skin composite slabs", Finite. Elem. Anal. Des., 38(7), 579-599. crossref(new window)

Smitha, M.S. and Kumar, S.R.S. (2013), "Steel-concrete composite flange plate connections-finite element modeling and parametric studies", J. Constr. Steel. Res., 82, 164-176. crossref(new window)

Sohel, K.M.A. and Liew, J.Y.R. (2011), "Steel-concrete-steel sandwich slabs with lightweight core-static performance", Eng. Struct., 33(3), 981-992. crossref(new window)

Sohel, K.M.A. and Liew, J.Y.R. (2014), "Behavior of steel-concrete-steel sandwich slabs subject to impact load", J. Constr. Steel. Res., 100, 163-175. crossref(new window)

Sohel, K.M., Liew, J.Y.R. and Koh, C.G. (2015), "Numerical modelling of lightweight Steel-Concrete-Steel sandwich composite beams subjected to impact", Thin-Wall. Struct., 94, 135-146. crossref(new window)

Wang, J.C. and Chen, Y.K. (2006), Application of ABAQUS in Civil Engineering, Zhejiang University Press, Hangzhou, P.R. China.

Wang, Y.Y., Yang, Y.L. and Zhang, S.M. (2012), "Static behaviors of reinforcement-stiffened square concrete-filled steel tubular columns", Thin-Wall. Struct., 58, 18-31. crossref(new window)

Xie, M., Foundoukos, N. and Chapman, N.C. (2004), "Experimental and numerical investigation on the shear behavior of friction-welded bar-plate connections embedded in concrete", J. Constr. Steel. Res., 61(5), 625-649.

Xu, C. and Sugiura, K. (2013), "Parametric push-out analysis on group studs shear connector under effect of bending-induced concrete cracks", J. Constr. Steel. Res., 89, 86-97. crossref(new window)

Yan, J.B., Liew, J.Y.R and Zhang, M.H. (2014), "Tensile resistance of J-hook connectors used in Steel-Concrete-Steel sandwich structure", J. Constr. Steel. Res., 100, 146-162. crossref(new window)

Zhang, K., Varma, A.H., Malushte, S.R. and Gallocher, S. (2014), "Effect of shear connectors on local buckling and composite action in steel concrete composite walls", Nucl. Eng. Des., 269, 231-239. crossref(new window)

Zheng, Y., Robinson, D., Su, T. and David, C. (2009), "Finite element investigation of the structural behavior of deck slabs in composite bridges", Eng Struct., 31(8), 1762-1776. crossref(new window)