Experimental and Theoretical Studies on the Shear Resistance of Steel–Concrete–Steel Composite Structures with Bidirectional Steel Webs
Publication: Journal of Structural Engineering
Volume 144, Issue 10
Abstract
The steel–concrete–steel (SCS) sandwich composite structures with orthogonal longitudinal and transverse (bidirectional) steel webs exhibit superiorities in strength, ductility, impact resistance, blast resistance, and construction efficiency compared with the traditional engineering structures, offering a competitive alternative for applications such as submarine tunnels, nuclear shells, protective structures, offshore structures, etc. While there were several practices in engineering, the current design method is an application of the concrete code and there are few experiments that could support the design theory especially for the shear resistance. Unlike RC beams or steel beams, the SCS composite structures with bidirectional steel webs have multiple shear force transferring mechanisms, and it is of importance to investigate the contributions of the different mechanisms and how they work together as a composite structure. To address this problem, 16 shear tests of SCS composite structures with bidirectional steel webs were carried out and theoretical analysis was conducted. The shear resistance is categorized into three mechanisms: the composite truss, the pure shear of the axial web, and the dowel action of the flange. Then the theoretical method to predict the shear resistance considering the coworking of different mechanisms is proposed and compared with existing methods. It is proved that the proposed method reveals the antishear mechanism and is of satisfactory accuracy.
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Acknowledgments
The writers gratefully acknowledge the financial support provided by the National Natural Science Foundation of China (Grant No. 51722808).
References
AISC. 2016. Specification for structural steel buildings. AISC 360. Chicago: AISC.
Akimoto, K., Y. Hashidate, H. Kitayama, and K. Kumagai. 2002. “Immersed tunnels in Japan: Recent technological trends.” In Proc., Int. Symp. on Underwater Technology, 81–86. Piscataway, NJ: IEEE.
Bowerman, H., and J. C. Chapman. 2002. “Bi-steel steel–concrete–steel sandwich construction.” In Composite construction in steel and concrete IV, 656–67. Reston, VA: ASCE.
Bowerman, H., N. Coyle, and J. C. Chapman. 2002. “An innovative steel-concrete construction system.” Struct. Eng. 80 (20): 33–38.
Bowerman, H. G., M. S. Gough, and C. M. King. 1999. Bi-Steel design and construction guide. Scunthorpe, UK: British Steel.
CEN (European Committee for Standardization). 1992. Design of concrete structures. Eurocode 2. Brussels, Belgium: CEN.
Chen, H., T. Yu, X. Wang, and Z. Liu. 2005. Elasticity and plasticity. Beijing: China Architecture and Building Press.
Chen, Z. Y., J. Q. Zhu, and P. G. Wu. 1992. High strength concrete and its application, 21–31. [In Chinese.] Beijing: Tsinghua University Press.
Clubley, S. K., S. S. J. Moy, and R. Y. Xiao. 2003a. “Shear strength of steel-concrete–steel composite panels. I: Testing and numerical modelling.” J. Constr. Steel Res. 59 (6): 781–794. https://doi.org/10.1016/S0143-974X(02)00061-5.
Clubley, S. K., S. S. J. Moy, and R. Y. Xiao. 2003b. “Shear strength of steel-concrete–steel composite panels. II: detailed numerical modelling of performance.” J. Constr. Steel Res. 59 (6): 795–808. https://doi.org/10.1016/S0143-974X(02)00062-7.
Grantz, W. C. 1997. “Steel-shell immersed tunnels—Forty years of experience.” Tunnelling Underground Space Technol. 12 (1): 23–31. https://doi.org/10.1016/S0886-7798(96)00063-6.
Gursoy, A. 1995. “Immersed steel tube tunnels: An American experience.” Tunnelling Underground Space Technol. 10 (4): 439–453. https://doi.org/10.1016/0886-7798(95)00032-T.
JSCE (Japan Society of Civil Engineers). 1991. Standard specification for design and construction of concrete structures. Tokyo: JSCE.
JSCE (Japan Society of Civil Engineers). 1992. Design code of steel-concrete sandwich structures. [In Japanese.]. Tokyo: JSCE.
Kimura, H., H. Moritaka, and I. Kojima. 2002. “Development of sandwich-structure submerged tunnel tube production method.” 2002: 86–93.
Leekitwattana, M., S. W. Boyd, and R. A. Shenoi. 2011. “Evaluation of the transverse shear stiffness of a steel bi-directional corrugated-strip-core sandwich beam.” J. Constr. Steel Res. 67 (2): 248–254. https://doi.org/10.1016/j.jcsr.2010.07.010.
Leng, Y. B., and X. B. Song. 2016. “Experimental study on shear performance of steel-concrete–steel sandwich beams.” J. Constr. Steel Res. 120: 52–61. https://doi.org/10.1016/j.jcsr.2015.12.017.
Leng, Y. B., X. B. Song, M. Chu, and H. H. Ge. 2015. “Experimental study and theoretical analysis of resistance of steel-concrete-steel sandwich beams.” J. Struct. Eng. 141 (2): 04014113. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001060.
Liew, J. Y. R., and K. M. A. Sohel. 2009. “Lightweight steel-concrete–steel sandwich system with J-hook connectors.” Eng. Struct. 31 (5): 1166–1178. https://doi.org/10.1016/j.engstruct.2009.01.013.
Liew, J. Y. R., K. M. A. Sohel, and C. G. Koh. 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.
Liew, J. Y. R., and T. Y. Wang. 2011. “Novel steel-concrete-steel sandwich composite plates subject to impact and blast load.” Adv. Struct. Eng. 14 (4): 673–688. https://doi.org/10.1260/1369-4332.14.4.673.
Mckinley, B., and L. F. Boswell. 2002. “Behaviour of double skin composite construction.” J. Constr. Steel Res. 58 (10): 1347–1359. https://doi.org/10.1016/S0143-974X(02)00015-9.
Montague, P. 1975. “A simple composite construction for cylindrical shells subjected to external pressure.” J. Mech. Eng. Sci. 17 (2): 105–113.
Narayanan, R., T. M. Roberts, and F. J. Naji. 1994. General principles and rules for basic elements. Vol. 1 of Design guide for steel-concrete-steel sandwich construction. Ascot, UK: Steel Construction Institute.
Nie, J. G., H. S. Hu, J. S. Fan, M. X. Tao, S. Y. Li, and F. J. Liu. 2013. “Experimental study on seismic behavior of high-strength concrete filled double-steel-plate composite walls.” J. Constr. Steel Res. 88: 206–219. https://doi.org/10.1016/j.jcsr.2013.05.001.
Oduyemi, T. O. S., and H. D. Wright. 1989. “An experimental investigation into the behaviour of double-skin sandwich beams.” J. Constr. Steel Res. 14 (3): 197–220. https://doi.org/10.1016/0143-974X(89)90073-4.
Roberts, T. M., D. N. Edwards, and R. Narayanan. 1996. “Testing and analysis of steel-concrete-steel sandwich beams.” J. Constr. Steel Res. 38 (3): 257–279. https://doi.org/10.1016/0143-974X(96)00022-3.
Setsuo, I., and H. Yoichi. 1994. “On the strength of composite steel-concrete structures of sandwich system (6th report: Ultimate toughness under shear and bending model).” [In Japanese.] J. Soc. Naval Architects Jpn. 175: 281–289.
Simo, J. C., and T. J. Hughes. 2006. Computational inelasticity. Berlin: Springer.
Smith, D. W., S. K. Solomon, and A. R. Cusens. 1976. “Flexural tests of steel-concrete-steel sandwiches.” Mag. Concr. Res. 28 (94): 13–20. https://doi.org/10.1680/macr.1976.28.94.13.
Tomlinson, M., A. Tomlinson, M. L. Chapman, H. D. Wright, and A. Jefferson. 1989. “Shell composite construction for shallow draft immersed tube tunnels.” In Proc., ICE Int. Conf. on Immersed Tube Tunnel Techniques. Manchester, UK: Thomas Telford.
Xie, M., and J C. Chapman. 2006. “Developments in sandwich construction.” J. Constr. Steel Res. 62 (11): 1123–1133. https://doi.org/10.1016/j.jcsr.2006.06.025.
Xie, M., N. Foundoukos, and J. C. Chapman. 2007. “Static tests on steel-concrete–steel sandwich beams.” J. Constr. Steel Res. 63 (6): 735–750. https://doi.org/10.1016/j.jcsr.2006.08.001.
Yan, J. B., J. Y. R. Liew, M. H. Zhang, and Z. X. Li. 2016. “Punching shear resistance of steel-concrete–steel sandwich composite shell structure.” Eng. Struct. 117: 470–485. https://doi.org/10.1016/j.engstruct.2016.03.029.
Yan, J. B., J. Y. R. Liew, M. H. Zhang, and K. M. A. Sohel. 2015. “Experimental and analytical study on ultimate strength behavior of steel-concrete–steel sandwich composite beam structures.” Mater. Struct. 48 (5): 1523–1544. https://doi.org/10.1617/s11527-014-0252-4.
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©2018 American Society of Civil Engineers.
History
Received: Dec 21, 2017
Accepted: Apr 16, 2018
Published online: Jul 12, 2018
Published in print: Oct 1, 2018
Discussion open until: Dec 12, 2018
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