Browse > Article
http://dx.doi.org/10.12989/scs.2022.42.2.277

Impact response of a novel flat steel-concrete-corrugated steel panel  

Lu, Jingyi (Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology)
Wang, Yonghui (Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology)
Zhai, Ximei (Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology)
Zhou, Hongyuan (Key Lab of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology)
Publication Information
Steel and Composite Structures / v.42, no.2, 2022 , pp. 277-288 More about this Journal
Abstract
A novel flat steel plate-concrete-corrugated steel plate (FS-C-CS) sandwich panel was proposed for resisting impact load. The failure mode, impact force and displacement response of the FS-C-CS panel under impact loading were studied via drop-weight impact tests. The combined global flexure and local indentation deformation mode of the FS-C-CS panel was observed, and three stages of impact process were identified. Moreover, the effects of corrugated plate height and steel plate thickness on the impact responses of the FS-C-CS panels were quantitatively analysed, and the impact resistant performance of the FS-C-CS panel was found to be generally improved on increasing corrugated plate height and thickness in terms of smaller deformation as well as larger impact force and post-peak mean force. The Finite Element (FE) model of the FS-C-CS panel under impact loading was established to predict its dynamic response and further reveal its failure mode and impact energy dissipation mechanism. The numerical results indicated that the concrete core and corrugated steel plate dissipated the majority of impact energy. In addition, employing end plates and high strength bolts as shear connectors could prevent the slip between steel plates and concrete core and assure the full composite action of the FS-C-CS panel.
Keywords
drop-weight impact test; failure mode; finite element simulation; impact response; steel-concrete-steel panel;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
1 Wang, Y., Liew J.Y.R. and Lee, S.C. (2016b), "Ultimate strength of steel-concrete-steel sandwich panels under lateral pressure loading", Eng. Struct., 76, 221-231. https://doi.org/10.1016/j.engstruct.2016.02.012.   DOI
2 Yan, J.B. and Liew, J.Y.R. (2016), "Design and behavior of steel- concrete-steel sandwich plates subject to concentrated loads", Compos. Struct., 150, 139-152. https://doi.org/10.1016/j.compstruct.2016.05.004.   DOI
3 Yan, J.B., Qian, X., Liew, J.Y.R. and Zong, L. (2016a), "Dynamic response of precast concrete beam with wet connection subjected to impact loads", Eng. Struct., 117, 542-559. https://doi.org/10.1016/j.engstruct.2016.03.028.   DOI
4 Yan, J.B., Wang J., Liew J.Y.R., Qian X. and Zong L. (2016b), "Ultimate strength behaviour of steel-concrete-steel sandwich plate under concentrated loads", Ocean Eng., 118, 41-57. https://doi.org/10.1016/j.oceaneng.2016.03.062.   DOI
5 Yan, J.B., Zhang, W., Liew, J.Y.R. and Li, Z. (2016c), "Numerical studies on shear resistance of headed stud connectors in different concretes under Arctic low temperature", Mater. Des., 112, 184-196. https://doi.org/10.1016/j.matdes.2016.09.062.   DOI
6 Yan, J.B., Guan H.N., Wang T. (2020a), "Finite element analysis on flexural behaviours of SCS sandwich beams with novel enhanced C-channel connectors", J. Build. Eng., 31, 247-263. https://doi.org/10.1016/j.jobe.2020.101439.29.   DOI
7 Yan, J.B., Hu, H. and Wang, T. (2020b), "Shear behaviour of novel enhanced C-channel connectors in steel-concrete-steel sandwich composite structures", J. Construct. Steel Res., 166. https://doi.org/10.1016/j.jcsr.2019.105903.   DOI
8 Liew, J.Y.R., Sohel, K.M.A. and Koh, C.G. (2015), "Numerical modeling of lightweight steel-concrete-steel sandwich composite beams subjected to impact", Thin-Walled Struct., 94, 135-146. https://doi.org/10.1016/j.tws.2015.04.001.   DOI
9 Iqbal, M.A., Kumar, V. and Mittal A.K. (2019), "Experimental and numerical studies on the drop impact resistance of prestressed concrete plates", Int. J. Impact Eng., 123, 98-117. https://doi.org/10.1016/j.ijimpeng.2018.09.013.   DOI
10 Sohel, K.M.A. and Liew, J.Y.R. (2014), "Behavior of steel- concrete-steel sandwich slabs subject to impact load", J. Construct. Steel Res., 100, 163-175. https://doi.org/10.1016/j.jcsr.2014.04.018.   DOI
11 Remennikov, A.M., Kong, S.Y. and Uy, B. (2013), "The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading", Eng. Struct., 49, 806-818. https://doi.org/10.1016/j.engstruct.2012.11.014.   DOI
12 Yan, C., Wang, Y. and Zhai, X. (2020d), "Low velocity impact performance of curved steel-concrete-steel sandwich shells with bolt connectors", Thin-Walled Struct., 150. https://doi.org/10.1016/j.tws.2020.106672.   DOI
13 Yan, C., Wang, Y., Zhai, X. and Meng, L. (2020e), "Strength assessment of curved steel-concrete-steel sandwich shells with bolt connectors under concentrated load", Eng. Struct., 212. https://doi.org/10.1016/j.engstruct.2020.110465.   DOI
14 Zhao, W. and Guo, Q. (2018), "Experimental study on impact and post-impact behavior of steel-concrete composite panels", Thin- Walled Struct., 130, 405-413. https://doi.org/10.1016/j.tws.2018.06.012.   DOI
15 Zhao, W., Guo, Q., Dou, X., Zhou, Y. and Ye, Y. (2018), "Impact response of steel-concrete composite panels: Experiments and FE analyses", Steel Compos. Struct., 26(3), 255-263. https://doi.org/10.12989/scs.2018.26.3.255.   DOI
16 Zhao, W., Qian, J. and Jia, P. (2019), "Peak response prediction for RC beams under impact loading", Shock Vib., 2019(PT.1), 1-12. https://doi.org/10.1155/2019/6813693.   DOI
17 Dogan, O. and Roberts, T.M. (2012), "Fatigue performance and stiffness variation of stud connectors in steel-concrete-steel sandwich systems", J. Construct. Steel Res., 70, 86-92. https://doi.org/10.1016/j.jcsr.2011.08.013.   DOI
18 Wang, Y., Liew, J.Y.R. and Lee, S.C. (2015b), "Theoretical models for axially restrained steel-concrete-steel sandwich panels under blast loading", Int. J. Impact Eng., 76, 221-231. https://doi.org/10.1016/j.ijimpeng.2014.10.005.   DOI
19 Huang, Z. 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", Construct. Build. Mater., 95, 922-938. https://doi.org/10.1016/j.conbuildmat.2015.07.134.   DOI
20 Abramowicz, W. and Jones N. (1986), "Dynamic progressive buckling of circular and square tubes", Int. J. Impact Eng., 4, 243-270. https://doi.org/10.1016/0734-743X(86)90017-5.   DOI
21 Feng, J., Li, W., Ding, C., Gao, D., Shi, Z. and Liang J. (2020), "Numerical and analytical investigations on projectile perforation on steel-concrete-steel sandwich panels", Results Eng., https://doi.org/10.1016/j.rineng.2020.100164.   DOI
22 Huang, Z. and Liew, J.Y.R. (2016), "Experimental and analytical studies of curved steel-concrete-steel sandwich panels under patch loads", Mater. Des., 93, 104-117. https://doi.org/10.1016/j.matdes.2015.12.144.   DOI
23 Guo, Q. and Zhao, W. (2019a), "Design of steel-concrete composite walls subjected to low-velocity impact", J. Construct. Steel Res., 154, 190-196. https://doi.org/10.1016/j.jcsr.2018.12.001.   DOI
24 Guo, Q. and Zhao, W. (2019b), "Displacement response analysis of steel-concrete composite panels subjected to impact loadings", Int. J. Impact Eng., 131, 272-281. https://doi.org/10.1016/j.ijimpeng.2019.05.022.   DOI
25 Hallquist, J. (2013), LS-DYNA Keyword User's Manual, Livermore Software Technology Corporation (LSTC), Livermore, CA, U.S.A.
26 Kang. K.W. (2012), Blast Resistance of Steel-Concrete Composite Structures, Ph.D. Dissertation, National University of Singapore, Singapore.
27 Li, H., Chen, W. and Hao, H. (2019), "Dynamic response of precast concrete beam with wet connection subjected to impact loads", Eng. Struct., 191, 247-263. https://doi.org/10.1016/j.engstruct.2019.04.051.   DOI
28 Sohel, K.M.A., Liew, J.Y.R., Yan, J.B., Zhang, M.H. and Chia K.S. (2012), "Behavior of steel-concrete-steel sandwich structures with lightweight cement composite and novel shear connectors", Compos. Struct., 94(12), 3500-3509. https://doi.org/10.1016/j.compstruct.2012.05.023.   DOI
29 Liew, J.Y.R. and Sohel, K.M.A. (2009), "Lightweight steelconcrete- steel sandwich system with J-hook connectors", Eng. Struct., 31, 1166-1178. https://doi.org/10.1016/j.engstruct.2009.01.013.   DOI
30 Liew, J.Y.R., Sohel, K.M.A. and Koh, C.G. (2009), "Impact tests on steel-concrete-steel sandwich beams with lightweight concrete core", Eng. Struct., 31(9), 2045-2059. https://doi.org/10.1016/j.engstruct.2009.03.007.   DOI
31 Mehreganian, N., Fallah, A.S. and Louca, L.A. (2019), "Plastic dynamic response of simply supported thick square plates subject to localised blast loading", Int. J. Impact Eng., 126, 85-100. https://doi.org/10.1016/j.ijimpeng.2018.12.010.   DOI
32 Micallef, K., Fallah, A.S., Pope, D.J. and Louca L.A. (2012), "The dynamic performance of simply-supported rigid-plastic circular steel plates subjected to localised blast loading", Int. J. Mech. Sci., 65, 177-191. https://doi.org/10.1016/j.ijmecsci.2012.10.001.   DOI
33 Oduyemi, T.O.S. and Wright, H.D. (1989), "An experimental investigation into the behaviour of double-skin sandwich beams", J. Construct. Steel Res., 14, 197-220. https://doi.org/10.1016/0143-974X(89)90073-4.   DOI
34 Yan, C., Wang, Y., Zhai, X., Meng, L. and Zhou, H. (2019), "Experimental study on curved steel-concrete-steel sandwich shells under concentrated load by a hemi-spherical head", Thin- Walled Struct., 137, 117-128. https://doi.org/10.1016/j.tws.2019.01.007.   DOI
35 Remennikov, A.M. and Kong, S.Y. (2012), "Numerical simulation and validation of impact response of axially-restrained steel- concrete-steel sandwich panels", Compos. Struct., 94(12), 3546-3555. https://doi.org/10.1016/j.compstruct.2012.05.011.   DOI
36 Shariati, M., Sulong, N.H.R., Suhatril, M., Shariati, A., Khanouki, M.M.A. and Sinaei, H. (2013), "Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading", Construct. Build. Mater., 38, 582-593. https://doi.org/10.1016/j.conbuildmat.2012.07.050.   DOI
37 Smith, D.W., Solomon, S.K. and Cusens, A.R. (1976), "Flexural tests of steel-concrete-steel sandwiches", Mag. Concrete Res., 28(94), 13-20. https://doi.org/10.1680/macr.1976.28.94.13.   DOI
38 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. https://doi.org/10.1016/j.engstruct.2010.12.019.   DOI
39 Sohel, K.M.A., Liew, J.Y.R., Koh, C.G. (2015), "Numerical modelling of lightweight steel-concrete-steel sandwich composite beams subjected to impact", Thin-Walled Struct., 94, 135-146. https://doi.org/10.1016/j.tws.2015.04.001.   DOI
40 Sohel, K.M.A., Al-Jabri, K. and Al Abri, A.H.S. (2020), "Behavior and design of reinforced concrete building columns subjected to low-velocity car impact", Struct., 26, 601-616. https://doi.org/10.1016/j.istruc.2020.04.054.   DOI
41 Wang, Y., Zhai, X., Lee, S.C. and Wang, W. (2016a), "Responses of curved steel-concrete-steel sandwich shells subjected to blast loading", Thin-Walled Struct., 108, 185-192. https://doi.org/10.1016/j.tws.2016.08.018.   DOI
42 Xie, M., Foundoukos, N. and Chapman, J.C. (2007), "Static tests on steel-concrete-steel sandwich beams", Journal of Constructional Steel Research, 63(6), 735-750. https://doi.org/10.1016/j.jcsr.2006.08.001.   DOI
43 Wang, Y., Liew, J.Y.R. and Lee, S.C. (2015a), "Experimental and numerical studies of non-composite steel-concrete-steel sandwich panels under impulsive loading", Mater. Des., 81, 104-112. https://doi.org/10.1016/j.matdes.2015.05.033.   DOI