Behavior of steel and concrete composite beams with a newly puzzle shape of crestbond rib shear connector: an experimental study |
Le, Van Phuoc Nhan
(Department of Civil Engineering, Ho Chi Minh City University of Technology)
Bui, Duc Vinh (Department of Civil Engineering, Ho Chi Minh City University of Technology) Chu, Thi Hai Vinh (Faculity of Civil Engineering, MienTrung University of Civil Engineering) Kim, In-Tae (Department of Civil Engineering, Pusan National University) Ahn, Jin-Hee (Department of Civil Engineering, Gyeongnam National University of Science and Technology) Dao, Duy Kien (Department of Civil Engineering, Pusan National University) |
1 | Kim, S.H., Park, S.J., Heo, W.H. and Jung, C.Y. (2015), "Shear resistance characteristic and ductility of Y-type perfobond rib shear connector", Steel Compos. Struct., 18(2), 497-517. DOI |
2 | Leonhardt, F., Andra, H.P., Harre, W. Neues. (1987), "Vorteilhaftes Verbundmittel fur Stahlvebund-Tragwerke mit hoher Dauerfestigkeit", Beton Stahlbetonbau, 82(12), 325-331. DOI |
3 | Lorenc, W., Kozuch, M. and Rowinski, S. (2014), "The behaviour of puzzle-shaped composite dowels-Part I: Experimental study", J. Constr. Steel Res., 101, 482-499. DOI |
4 | Lorenc, W., Kozuch, M. and Rowinski, S. (2014), "The behaviour of puzzle-shaped composite dowels - Part II: Theoretical investigations", J. Constr. Steel Res., 101, 500-518. DOI |
5 | Lorenc, W., Kubica, E. and KoZUch, M. (2010), "Testing procedures in evaluation of resistance of innovative shear connection with composite dowels", Arch. Civil Mech. Eng., 10, 51-63. DOI |
6 | Mohammad, M.A., Ayad, S.A. and Bilavari, K. (2011), "Performance evaluation of shear stud connectors in composite beams with steel plate and RCC slab". Int. J. Earth Sci. Eng., 4(6), 586-591 |
7 | PreCo-Beam (2009), Prefabricated enduring composite beams based on innovative shear transmission, Final Report, Research Fund for Coal and Steel, Contract No. RFSR-CT-2006-00030. 01/07/2006-30/06/2009. |
8 | Preco+ (2016), Prefabricated Enduring Composite Beams based on innovative Shear Transmission; RFCS RFS2-CT-2011-00026, Research Fund for Coal and Steel (RFCS) of the European Community. EU. http://www.stb.rwth-aachen.de/projekte/2005/INTAB/downloadPreco.php |
9 | Rovnak, M., Duricova, A. and Ivanco, V. (2000), "Non-traditional shear connections in steel-concrete composite structures", Proc. 6th ASCCS Conf. on Steel and Concrete Composite Structures, Los Angeles, 305-312. |
10 | Shariati, M., Ramli, N.H., Arabnejad, M.M. Sulong, K.H. and Mahoutian, M. (2011), "Shear resistance of channel shear connectors in plain,reinforced and lightweight concrete", Sci. Res. Essay., 6(4), 977-983. |
11 | Shim, C.S., Lee, P.G., Kim, D.W. and Chung, C.H. (2011), "Effects of Group Arrangement on the Ultimate Strength of Stud Shear Connection", Compos. Constr. Steel Concrete, 6, 92-101. |
12 | Xue, D., Liu, Y., Yu, Z. and He, J. (2012), "Static behavior of multi-stud shear connectors for steel-concrete composite bridge", J. Constr. Steel Res., 74, 1-7. DOI |
13 | Kim, S.H., Choi, J., Park, S.J., Ahn, J.H. and Jung, C.Y. (2014a), "Behavior of composite girder with Y-type perfobond rib shear connector", J. Constr. Steel Res., 103, 275-289. DOI |
14 | Ahn, J.H., Lee, C.G., Won, J.H. and Kim, S.H. (2010), "Shear resistance of the perfobond rib shear connector depending on concrete strength and rib arrangement", J. Constr. Steel Res., 66(10), 1295-1307. DOI |
15 | Bui. D.V. (2010), "Behaviour of Steel-Concrete Composite beams made of Ultra high performance concrete", Der Wirtschaftswissenschaftlichen Fakultater Universitat Leipzig, Leipzig, October. |
16 | Chu, T.H.V., Bui, D.V., Le, V.P.N, Kim, I.T., Anh, J.H. and Dao, D.K. (2016), "Shear resistance behaviors of a newly puzzle shape of crestbond rib shear connector: an experimental study", Steel Compos. Struct., 21(5), 1157-1182 DOI |
17 | European Committee for Standardization (Hrsg.) (2004), Eurocode 4: Design of composite steel and concrete structures, September 2004, European Committee for Standardization. http://www.stb.rwth-aachen.de/projekte/2005/INTAB/downloadPreco.php |
18 | Kim, S.H., Ahn, J.H., Choi, K.T. and Jung, C.Y. (2011), "Experimental evaluation of the shear resistance of corrugated perfobond rib shear connections". Adv. Struct. Eng., 14(2), 249-263. DOI |
19 | Kim, S.H., Choi, K.T., Park, S.J., Park, S.M. and Jung, C.Y. (2013), "Experiment shear resistance evaluation of Y-type perfobond rib shear connector", J. Constr. Steel Res., 82, 1-18 DOI |
20 | Kim, S.H., Heo, W.H., Woo, K.S., Jung, C.Y. and Park, S.J. (2014b), "End bearing resistance of Y-type perfobond rib according to rib width-height ratio", J. Constr. Steel Res., 103, 101-116. DOI |
21 | Kim, S.H., Kim, K.S., Park, S.J., Ahn, J.H. and Lee, M.K. (2016), "Y-type perfobond rib shear connectors subjected to fatigue loading on highway bridges", J. Constr. Steel Res., 103, 445-454. |
22 | Kim, S.H., Lee, C.G., Davaadorj, A., Yoon, J.H. and Won, J.H. (2010), "Experimental evaluation of joints consisting of parallel perfobond ribs in steel-PSC hybrid beams", Int. J. Steel Struct., 10(4), 373-384. |
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