Acknowledgement
This research is part of a research project jointly investigated by the University of Bradford and the University of Manchester. The project is funded by the Engineering Physical Sciences Research Council (EPSRC) and Structural Metal Deck Ltd, their financial supports are greatly acknowledged.
References
- Dai, X.H., Lam, D. and Saveri, E. (2015), "Effect of concrete strength and stud collar size to shear capacity of demountable shear connectors", J. Struct. Eng. Am. Soc. Civil Engineers, 141(11), 04015025. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001267.
- EN1994-1-1: Eurocode 4 (2004), Design of composite steel and concrete structures. Part 1-1: General rules and rules for buildings. Brussels, Belgium: European Committee for Standardization (CEN).
- Girao Coelho, A.M., Lawson, M., Lam, D. and Yang, J. (2020), Guidance on demountable composite construction systems for UK practice (P428), The Steel Construction Institute, Ascot, UK. ISBN 13: 978-1-85942-245-8.
- Lam, D., Lam, D., Dai, X., Ashour, A. and Rehman, N. (2017), "Recent research on composite beams with demountable shear connectors", Steel Constr. Des. Res., 10(2), 125-134. https://doi.org/10.1002/stco.201710016.
- Lawson, R.M., Lam, D., Aggelopoulos, E.S. and Nellinger, S. (2017), "Serviceability performance of steel-concrete composite beams", Proceedings of the Institution of Civil Engineers - Structures and Buildings, 170(2), 98-114. https://doi.org/10.1680/jstbu.16.00048
- Liu, X., Bradford, M.A. and Lee, M.S.S. (2014), "Behavior of High-Strength Friction-Grip Bolted Shear Connectors in Sustainable Composite Beams", J. Struct. Eng., 141(6):04014149 https://doi.org/10.1061/(ASCE)ST.1943-541X.0001090
- Moynihan, M.C. and Allwood, J. (2014), "Viability and performance of demountable composite connectors", J. Constr. Steel Res., 99, 47-56. https://doi.org/10.1016/j.jcsr.2014.03.008.
- OECD (2018), Global Material Resources Outlook to 2060: Economic Drivers and Environmental Consequences, OECD Publishing, Paris. https://doi.org/10.1787/9789264307452-en.
- Pavlovic, M., Markovic, Z., Veljkovic, M. and BuDevac, D. (2013), "Bolted shear connectors vs. headed studs behaviour in push-out tests", J. Constr. Steel Res., 88, 134-149. https://doi.org/10.1016/j.jcsr.2013.05.003.
- Pathirana, S.W., Uy, B., Mirza, O. and Zhu, X. (2016), "Flexural behaviour of composite steel-concrete beams utilising blind bolt shear connectors", Eng. Struct., 114, 181-194. https://doi.org/10.1016/j.engstruct.2016.01.057.
- Rehman, N., Lam, D., Dai, X. and Ashour, A. (2016), "Experimental study on demountable shear connectors in composite slabs with profiled decking", J. Constr. Steel Res., 122, 178-189. https://doi.org/10.1016/j.jcsr.2016.03.021.
- Rehman, N., Lam, D., Dai, X. and Ashour, A. (2017), "Testing of composite beam with demountable shear connectors", Proc. Inst. Civil Engineers - Struct. Build., 171(1), 3-16. https://doi.org/10.1680/jstbu.16.00172.
- Sheehan, T., Dai, X. and Lam, D. (2016), "Experimental study on long spanning composite cellular beam under flexure and shear", J. Constr. Steel Res., 116, 40-54. https://doi.org/10.1016/j.jcsr.2015.08.047.
- Suwaed, A.S.H. and Karavasilis, T.L. (2017), "Novel demountable shear connector for accelerated disassembly, repair, or replacement of precast steel-concrete composite bridges", J. Bridge Eng. Am. Soc. Civil Engineers, 22(9), 04017052. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001080.
- Suwaed, A.S.H. and Karavasilis, T.L. (2018), "Removable shear connector for steel-concrete composite bridges", Steel Compos. Struct., 29(1), 107-123. https://doi.org/10.12989/scs.2018.29.1.107.
- Uy, B., Patel, V., Li, D. and Aslani, F. (2017), "Behaviour and design of connections for demountable steel and composite structures", Structures, 9, 1-12. https://doi.org/10.1016/j.istruc.2016.06.005.