A new type notched slab approach for timber-concrete composite construction: Experimental and numerical investigation |
Yilmaz, Semih
(Department of Architecture, Karadeniz Technical University)
Karahasan, Olguhan Sevket (Department of Civil Engineering, Karadeniz Technical University) Altunisik, Ahmet Can (Department of Civil Engineering, Karadeniz Technical University) Vural, Nilhan (Department of Architecture, Karadeniz Technical University) Demir, Serhat (Department of Civil Engineering, Karadeniz Technical University) |
1 | Otero-Chans, D., Estevez-Cimadevila, J., Suarez-Riestra, F. and Martin-Gutierrez, E. (2018), "Experimental analysis of glued-in steel plates used as shear connectors in Timber-Concrete-Composites", Eng. Struct., 170, 1-10. https://doi.org/10.1016/j.engstruct.2018.05.062. DOI |
2 | Molina, J.C., Calil, C.J., De Oliveira, D.R. and Gomes, N.B. (2019), "Analytical, experimental and numerical study of timber-concrete composite beams for bridges", Comput. Concrete, 24(2), 103-115. https://doi.org/10.12989/cac.2019.24.2.103. DOI |
3 | Mushina, J., Ghafar, N.A., Yeoh, D., Mushina, W. and Boon, K.H. (2020), "Vibration behaviour of natural timber and timber concrete composite deck system", IOP Conf. Ser.: Mater. Sci. Eng., 713(1), 012023. https://doi.org/10.1088/1757-899X/713/1/012023. DOI |
4 | OMA (2006), Operational Modal Analysis, Release 4.0. Structural Vibration Solution A/S, Denmark. |
5 | Rijal, R. (2013), "Dynamic performance of timber and timber-concrete composite flooring systems", Ph.D. Dissertation, University of Technology, Sydney. |
6 | Rijal, R., Samali, B., Shrestha, R. and Crews, K. (2015). "Experimental and analytical study on dynamic performance of timber-concrete composite beams", Constr. Build. Mater., 75, 46-53. https://doi.org/0.1016/j.conbuildmat.2014.10.020. DOI |
7 | SEPA Group (2020), http://www.sepa.fi |
8 | Shi, B., Zhu, W., Yang, H., Liu, W., Tao, H. and Ling, Z. (2020), "Experimental and theoretical investigation of prefabricated timber-concrete composite beams with and without prestress", Eng. Struct., 204, 109901. https://doi.org/10.1016/j.engstruct.2019.109901. DOI |
9 | Suarez-Riestra, F., Estevez-Cimadevila, J., Martin-Gutierrez, E. and Otero-Chans, D. (2019), "Experimental, analytical and numerical vibration analysis of long-span timber-timber composite floors in self-tensioning and non-tensioning configurations", Constr. Build. Mater., 218, 341-350. https://doi.org/10.1016/j.conbuildmat.2019.05.084. DOI |
10 | Sebastian, W.M., Piazza, M., Harvey, T. and Webster, T. (2018), "Forward and Reverse shear transfer in beech LVL-concrete composites with singly inclined coach screw connectors", Eng. Struct., 175, 231-244. https://doi.org/10.1016/j.engstruct.2018.06.070. DOI |
11 | Fragiacomo, M., Gutkowski, R.M., Balogh, J. and Fast, R.S. (2007), "Long-term behavior of wood-concrete composite floor/deck systems with shear key connection detail", J. Struct. Eng., 133(9), 1307-1315. https://doi.org/10.1061/(asce)0733-9445(2007)133:9(1307) DOI |
12 | Gelfi, P. and Giuriani, E. (1999), "Behavior of stud connectors in wood-concrete composite beams", Proceedings of the 1" REEM Symposium on Timber Engineering, Dresden, Germany, September. |
13 | Girhammar, U.A. (1984), "Nail-plates as shear connectors in composite timber and concrete structures", IABSE 12th Congress, Vancouver, Canada, September. |
14 | Gutkowski, R.M., Brown, K., Shigidi, A. and Natterer, J. (2004), "Investigation of notched composite wood-concrete connections", J. Struct. Eng., 130(10), 1553-1561. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:10(1553). DOI |
15 | Martin-Gutierrez, E., Estevez-Cimadevila, J., Otero-Chans, D. and Suarez-Riestra, F. (2020), "Discontinuous π-form steel shear connectors in timber-concrete composites. An experimental approach", Eng. Struct., 216, 110719. https://doi.org/10.1016/j.engstruct.2020.110719. DOI |
16 | Yeoh, D., Fragiacomo, M., Aldi, P., Mazzilli, M. and Kuhlmann, U. (2008), "Performance of notched coach screw connection for timber-concrete composite floor system", NZ Timber Des. J., 17(1), 4-10. |
17 | Yilmaz, S. (2020), "Building system for rural tourism facilities in eastern black sea region: artificial notched wood-concrete composite system", Ph.D. Dissertation, Karadeniz Technical University, Trabzon. |
18 | Jorge, L.F.C. (2005), "Timber-concrete composite structures using LWAC", Ph.D. Dissertation, University of Coimbra, Coimbra. |
19 | Kuhlmann, U. and Schanzlin, J. (2008), "A timber-concrete composite slab system for use in tall buildings", Struct. Eng. Int., 18(2), 174-178. https://doi.org/10.2749/101686608784218707. DOI |
20 | Lukaszewska, E. (2009), "Development of prefabricated timber-concrete composite floors", Ph.D. Dissertation, Lulea University, Lulea. |
21 | Eurocode (2004), Design of Timber Structures. Part 1.1: General-Common Rules and Rules for Buildings, European Committee for Standardization, Brussels, Belgium. |
22 | Van der Linden, M.L.R. and Blass, H.J. (1996), "Timber-concrete composite floor systems", International Wood Engineering Conference, New Orleans, USA, October. |
23 | Van der Linden, M.L.R. (1999), "Timber-concrete composite floor systems", Ph.D. Dissertation, Delft University of Technology, Delft. |
24 | Steinberg, E., Selle, R. and Faust, T. (2003), "Connectors for timber-lightweight concrete composite structures", J. Struct. Eng., 129(11), 1538-1545. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:11(1538). DOI |
25 | Yeoh, D.E.C. (2010), "Behaviour and design of timber-concrete composite floor system", Ph.D. Dissertation, University of Canterbury, Christchurch. |
26 | Clouston, P., Bathon, L.A. and Schreyer, A. (2005), "Shear and bending performance of a novel wood-concrete composite system", J. Struct. Eng., 131(9), 1404-1412. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:9(1404). DOI |
27 | Dankova, J., Pavel, M. and Jiri, S. (2019), "Experimental investigation and performance of timber-concrete composite floor structure with non-metallic connection system" Eng. Struct., 193, 207-218. https://doi.org/10.1016/j.engstruct.2019.05.004. DOI |
28 | PULSE (2006), Analyzers ve Solutions, Release 11.2, Bruel and Kjaer, Sound and Vibration Measurement A/S, Denmark. |
29 | Martins, C., Dias, A.M., Costa, R. and Santos, P. (2016), "Environmentally friendly high performance timber-concrete panel", Constr. Build. Mater., 102, 1060-1069. https://doi.org/10.1016/j.conbuildmat.2015.07.194. DOI |
30 | Meierhofer, U.A. (1992), "A new efficient system for timber/concrete composite structural elements. test, research and development", Proceedings of the 8th World Conference on Timber Engineering, Lahti, Finland, June. |
31 | Xie, L., He, G., Wang, X.A., Gustafsson, P.J., Crocetti, R., Chen, L. and Xie, W. (2017), "Shear capacity of stud-groove connector in glulam-concrete composite structure", BioResources, 12(3), 4690-4706. https://doi.org/10.15376/biores.12.3.4690-4706. DOI |
32 | Yttrup, P. (1996), "Concrete enhanced timber", Proceedings of the International Wood Engineering Conference, New Orleans, Louisiana, USA, October. |
33 | Piazza, M. and Ballerini, M. (2000), "Experimental and numerical results on timber-concrete composite floors with different connection systems", Proceedings of the 6th World Conference on Timber Engineering, Vancouver, Canada, July. |
34 | Dias, A.M.P.G., Kuhlmann, U., Kudla, K., Monch, S. and Dias, A.M. (2018) "Performance of dowel-type fasteners and notches for hybrid timber structures", Eng. Struct., 171, 40-46. https://doi.org/10.1016/j.engstruct.2018.05.057. DOI |
35 | Chiniforush, A.A., Alamdari, M.M., Dackermann, U., Valipour, H.R. and Akbarnezhad, A. (2019), "Vibration behaviour of steel-timber composite floors, Part (1): Experimental and numerical investigation", J. Constr. Steel Res., 161, 244-257. https://doi.org/10.1016/j.jcsr.2019.07.007. DOI |
36 | Deam, B.L., Fragiacomo, M. and Buchanan, A.H. (2008), "Connections for composite concrete slab and LVL flooring systems", Mater. Struct., 41(3), 495-507. https://doi.org/10.1617/s11527-007-9261-x. DOI |
37 | Dias, A.M.P.G. (2005), "Mechanical behaviour of timber-concrete joints", Ph.D. Dissertation, Delft University of Technology, Delft. |
38 | DynaMo (2018), Dynamic Modal Identification Software, Dynamic Academy Inc., Version 1.0, Trabzon, Turkey. |
39 | Djoubissie, D.D., Messan, A., Fournely, E. and Bouchair, A. (2018), "Experimental study of the mechanical behavior of timber-concrete shear connections with threaded reinforcing bars", Eng. Struct., 172, 997-1010. https://doi.org/10.1016/j.engstruct.2018.06.084 DOI |
40 | Dias, A.M.P.G., Skinner, J., Crews, K. and Tannert, T. (2016), "Timber-concrete-composites increasing the use of timber in construction", Eur. J. Wood Wood Prod., 74(3), 443-451. https://doi.org/10.1007/s00107-015-0975-0. DOI |
41 | Mungwa, M.S., Jullien, J.F., Foudjet, A. and Hentges, G. (1999), "Experimental study of a composite wood-concrete beam with the INSA-Hilti new flexible shear connector", Constr. Build. Mater., 13(7), 371-382. https://doi.org/10.1016/j.engstruct.2018.06.084. DOI |
42 | Natterer, J., Hamm, J. and Favre, P. (1996), "Composite wood-concrete floors for multi-story buildings", Proceedings of the International Wood Engineering Conference, New Orleans, Louisiana, USA, October. |
43 | Nezerka, V. (2010), "Timber-concrete composite structures", Master Thesis, Czech Technical University, Prague. |
44 | Bathon, L. and Graf, M. (2000), "A continuous wood-concrete-composite system", Proceedings of the World Conference of Timber Engineering, Whistler, BC, Canada, July. |
45 | Toratti, T. and Kevarinmaki, A. (2001), "Development of wood-concrete composite floors", IABSE Symposium Report, Lahti, Finland, January. |
46 | EN 1995-1-1 (2004), Design of Timber Structures-Part 1-1: General-Common Rules and Rules for Buildings, European Committee for Standardization, Brussels, Belgium. |
47 | EN 26891 (1991), Timber Structures-Joints Made with Mechanical Fasteners-General Principles for the Determination of Strength and Deformation Characteristics, British Standards Institution, London, UK. |
48 | Yeoh, D.E.C. (2010), "Behaviour and design of timber-concrete composite floor system", Ph.D. Dissertation, University of Canterbury, Christchurch. |
49 | Ahmadi, B.H. and Saka, M.P. (1993), "Behavior of composite timber-concrete floors", J. Struct. Eng., 119(11), 3111-3130. http://doi.org/10.1061/(ASCE)0733. DOI |
50 | Altunisik, A.C., Karahasan, O.S., Okur, F.Y., Kalkan, E. and Ozgan, K. (2018), "Finite element model updating and dynamic analysis of a restored historical timber Mosque based on ambient vibration tests", J. Test. Eval., 47(5), 3533-3562. https://doi.org/10.1520/JTE20180122. DOI |
51 | Casagrande, D., Giongo, I., Pederzolli, F., Franciosi, A. and Piazza, M. (2018), "Analytical, numerical and experimental assessment of vibration performance in timber floors", Eng. Struct., 168, 748-758. https://doi.org/10.1016/j.engstruct.2018.05.020. DOI |
52 | Altunisik, A.C., Kalkan, E., Okur, F.Y., Ozgan, K., Karahasan, O.S. and Bostanci, A. (2019), "Non-destructive modal parameter identification of historical timber bridges using ambient vibration tests after restoration", Measure., 146, 411-424. https://doi.org/10.1016/j.measurement.2019.06.051. DOI |
53 | ANSYS (2016), Swanson Analysis System, Pennsylvania, USA. |
54 | Ceccotti, A. (2002), "Composite concrete-timber structures", Prog. Struct. Eng. Mater., 4(3), 264-275. https://doi.org/10.1002/pse.126. DOI |
55 | Costa, L. (2011), "Timber concrete composite floors with prefabricated fiber reinforced concrete", Report-5208, Lunds University, Lund. |
56 | Di Nino, S., Gregori, A. and Fragiacomo, M. (2020), "Experimental and numerical investigations on timber-concrete connections with inclined screws", Eng. Struct., 209, 109993. https://doi.org/10.1016/j.engstruct.2019.109993. DOI |