참고문헌
- Ahmed, I.M. and Tsavdaridis, K.D. (2019), "The evolution of composite flooring systems: applications, testing, modelling and Eurocode design approaches", J. Construct. Steel Res., 155, 286-300. https://doi.org/10.1016/j.jcsr.2019.01.007.
- Ataei, A., Bradford, M.A. and Liu, X. (2016), "Experimental study of composite beams having a precast geopolymer concrete slab and deconstructable bolted shear connectors", Eng. Struct., 114 (1), 1-13. https://doi.org/10.1016/j.engstruct.2015.10.041.
- Brambilla, G., Lavagna, M., Vasdravellis, G. and Castiglioni, C.A. (2019), "Environmental benefits arising from demountable steel-concrete composite floor systems in buildings", Res. Conserv. Recycling, 141(1), 133-142. https://doi.org/10.1016/j.resconrec.2018.10.014.
- Christoforidou A., Kavoura F., Pavlovic M. and Veljkovic M. (2021), "Mechanical performance of injected steel-reinforced resin connectors under different confined conditions for reusable composite structures", Proceedings of 9th International Conference on Composite Constructions in Steel and Concrete, Germany, July.
- Csillag F. and Pavlovic M. (2021), "Push-out behaviour of demountable injected vs. blind-bolted connectors in FRP decks", Compos. Struct., 270, 114043. https://doi.org/10.1016/j.compstruct.2021.114043.
- Csillag F., Thie E. and Pavlovic M. (2019), "Tensile and shear resistance of bolted connectors in steel-FRP hybrid beams", Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019, Eindhoven, The Netherlands, March.
- Dallam, L.N. (1968), "High strength bolts sear cnnectors - Pushout tets", ACI J.Proceeding, 9, 767-769.
- Dallam, L.N. and Harpster, J.L. (1968), "Composite beam tests with highstrength bolt shear connectors", No. MCHRP Report 68-3.
- Danatzko, J. and Sezen, H. (2011), "Sustainable structural design methodologies", Practice Periodical Struct. Design Constr., 16(4), 186-190. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000095.
- ECCS (1994), European Recommendations for Bolted Connections with Injection Bolts, 79, ECCS-European Convention for Constructional Steelwork, Brussels, Belgium.
- EN 1994-1-1 (2011), Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings.
- Gresnigt A. and P. de Vries (2016), Injection Bolts Update on Research and Applications, AISC - ECCS Workshop.
- Gritsenko A., Nijgh M.P. and Veljkovic M. (2019), "Towards a demountable composite slab floor system", Proceedings of Nordic Steel 2019, Copenhagen, September.
- Jakovljevic I., Spremic M. and Markovic Z. (2021), "Demountable composite steel-concrete floors: A state-of-the-art review", Gradevinar, 73(3), 249-236. https://doi.org/10.14256/JCE.2932.2020.
- Koper, A. (2017), Assessment of Epoxy Resins for Injected Bolted Shear Connections, Master Thesis, Delft University of Technology.
- Kozma A., Odenbreit C., Braun M., Veljkovic M. and Nijgh, M.P. (2019), "Push-out tests on demountable shear connectors of steel-concrete composite structures", Structures, 21, 45-54. https://doi.org/10.1016/j.istruc.2019.05.011.
- Kwon, G., Engelhardt, M.D. and Klingner, R.E. (2010), "Behavior of postinstalled shear connectors under static and fatigue loading", J. Construct. Steel Res., 66(4), 532-541. https://doi.org/10.1016/j.jcsr.2009.09.012.
- Kwon, G., Engelhardt, M.D. and Klingner, R.E. (2011), "Experimental behavior of bridge beams retrofitted with postinstalled shear connectors", J. Bridge Eng., 16(4), 536-545. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000184.
- Kwon, G., Engelhardt, M.D. and Klingner, R.E. (2012), "Parametric studies and preliminary design recommendations on the use of postinstalled shear connectors for strengthening noncomposite steel bridges", J. Bridge Eng., 17(2), 310-317. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000261.
- Liu, X., Bradford, M.A. and Lee, M.S.S. (2015), "Behavior of high-strength friction-grip bolted shear connectors in sustainable composite beams", J. Struct. Eng., 141, 04014149. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001090.
- Marshall, W., Nelson, H. and Banerjee, H. (1971), "An experimental study of the use of high-strength friction grip bolts as shear connectors in composite beams", Struct. Eng., 49, 171-178.
- NEN, NEN-EN 1090-2 (2018), Execution of Steel Structures and Aluminium Structures - Part 2: Technical Requirements for Steel Structures (Nederlandse Norm(NEN).
- Nijgh M.P. (2017), New Materials for Injected Bolted Connections: A Feasibility Study for Demountable Connections, Master Thesis, Delft University of Technology, Delft.
- Nijgh M.P, Girbacea I.A. and Veljkovic M. (2018), "Optimization of a composite (steel-concrete) floor system for fast execution and easy demolition", Proceedings of the Scientific Conference on Planning, Design, Construction and Building Renewal (iNDiS 2018), Serbia, November.
- Nijgh, M., Xin, H. and Veljkovic, M. (2018), "Non-linear hybrid homogenization method for steel-reinforced resin", Construct. Build. Mater., 182, 324-333. https://doi.org/10.1016/j.conbuildmat.2018.06.111.
- Nijgh M.N., Girbacea I.A. and Veljkovic M. (2019), "Elastic behaviour of a tapered steel-concrete composite beam optimized for reuse", Eng. Struct., 183, 366. https://doi.org/10.1016/j.engstruct.2019.01.022.
- Nijgh M.P. (2021), A Multi-Scale Approach Towards Reusable Steel-Concrete Composite Floor Systems, Ph.D. Dissertation, Delft University of Technology, Delft.
- Odenbreit, C. and Kozma, A. (2019), "Dismountable Flooring Systems for Multiple Use", IOP Conference Series: Earth and Environmental Science, 225IOP Publishing, 012028. https://doi.org/10.1088/1755-1315/225/1/012028
- Olivier G., Csillag F., Tromp L. and Pavlovic M. (2021), "Conventional vs. reinforced resin injected connectors' behaviour in static, fatigue and creep experiments on slipresistant steel-FRP joints", Eng. Struct., 236, 112089. https://doi.org/10.1016/j.engstruct.2021.112089.
- Pavlovic M., Markovic Z., Veljkovic M. and Budevac D. (2013), "Bolted shear connectors vs. headed studs behaviour in pushout tests", J. Construct. Steel Res., 88, 134. https://doi.org/10.1016/j.jcsr.2013.05.003.
- Pavlovic, M. (2013), Resistance of Bolted Shear Connectors in Prefabricated Steel-Concrete Composite Decks, Ph.D. Dissertation, University of Belgrade.
- Pedrosa B., Bucking, L. and Veljkovic M. (2022), "Steelreinforced resin for bolted shear connectors: Confined behaviour under quasi-static cyclic loading", Eng. Struct., 256, 114023. https://doi.org/10.1016/j.engstruct.2022.114023.
- Qureshi, J. and Mottram, J.T. (2012), "Resin injected bolted connections: a step towards achieving slip-resistant joints in FRP bridge engineering", Proceedings FRP Bridges, 56-66.
- Rodrigues, M., Raposa, P.C., Pedrosa, B., Correia, J.A.F.O., Blason, S., Calvente, M., Jesus, A.M.P., Rebelo, C., Calcada, R. A.B. and Fernandez-Canteli A. (2017), "Fatigue characterisation of structural resins used in reinforcement of old bridges", Proceedings of the XI Congresso de Construca Metalica e mista. November.
- Yang, F., Liu, Y., Jiang, Z. and Xin, H. (2018), "Shear performance of a novel demountable steel-concrete bolted connector under static pushout tests", Eng. Struct., 160, 133-146. https://doi.org/10.1016/j.engstruct.2018.01.005
- Zafari B., Qureshi J., Mottram J.T. and Rusev R. (2016), "Static and fatigue performance of resin injected bolts for a slip and fatigue resistant connection in FRP bridge engineering", Structures, 71, 71-84. https://doi.org/10.1016/j.istruc.2016.05.004.
- Xin, H., Nijgh, M. and Veljkovic, M. (2019), "Computational homogenization simulation on steel reinforced resin used in the injected bolted connections", Compos Struct.,210, 942-957. https://doi.org/10.1016/j.compstruct.2018.11.069.