Effect of silicone rubber-sleeve mounted on shear studs on shear stiffness of steel-concrete composite structures |
Yang, Chang
(Department of Road and Bridge Engineering, Wuhan University of Technology)
Yang, Decan (Department of Road and Bridge Engineering, Wuhan University of Technology) Huang, Caiping (Department of Road and Bridge Engineering, Hubei University of Technology) Huang, Zhixiang (Department of Road and Bridge Engineering, Hubei University of Technology) Ouyang, Lizhi (Department of Physics and Mathematics, Tennessee State University) Onyebueke, Landon (Department of Mechanical Manufacturing Engineering, Tennessee State University) Li, Lin (Department of Civil and Architectural Engineering, Tennessee State University) |
1 | Johnson R.P. and May I.M. (1975). "Partial-interaction design of composite beams", Struct. Eng., 8, 305-311. |
2 | Le, V.P.N, Bui, D.V., Chu, T.H.V., Kim, I.T., Ahn, J.H. and Dao, D.K. (2016) "Behavior of steel and concrete composite beams with a newly puzzle shape of crestbond rib shear connector: an experimental study", Struct. Eng. Mech., 60(6), 1001-1019. https://doi.org/10.12989/sem.2016.60.6.1001. DOI |
3 | Oehlers, D.J. and Coughlan, C.G. (1986), "The shear stiffness of stud shear connections in composite beams", J. Constr. Steel Res., 6(4), 273-284. https://doi.org/10.1016/0143-974X(86)90008-8. DOI |
4 | Selden K.L., Fischer E.C. and Varma A.H. (2016), "Experimental investigation of composite beams with shear connections subjected to fire loading", J. Struct. Eng. (ASCE), 142(2), 04015118. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001381. DOI |
5 | Shim, C.S., Lee, P.G., Kim, D.W. and Chung, C.H. (2008), "Effects of group arrangement on the ultimate strength of stud shear connection", Proceedings of the 2008 Composite Construction in Steel and Concrete Conference VI, ASCE Conference, Tabernash, CO, USA, July. https://doi.org/10.1061/41142(396)8. DOI |
6 | Shim, C.S., Lee, P.G. and Yoon, T.Y. (2004), "Static behavior of large stud shear connectors", Eng. Struct., 26, 1853-1860. https://doi.org/10.1016/j.engstruct.2004.07.011. DOI |
7 | Xu, X., Liu, Y. and He, J. (2014), "Study on mechanical behavior of rubber-sleeved studs for steel and concrete composite structures", Constr. Build. Mater., 53, 533-546. https://doi.org/10.1016/j.conbuildmat.2013.12.011. DOI |
8 | Xue, D.Y., Liu, Y.Q., 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. https://doi.org/10.1016/j.jcsr.2011.09.017. DOI |
9 | Hiragi, H., Matsui, S. and Muto, K. (1998), "Development of favorable stud shear connectors to flexible composite actions", J. Struct. Eng. (JSCE), 44A(3), 1485-1496 (in Japanese). |
10 | He, Y.H., Wu, X.D., Xiang, Y.Q., Wang, Y.H., Liu, L.S and He, Z.H. (2017), "Mechanical behavior of stud shear connectors embedded in HFRC", Steel Compos. Struct., 24(2), 177-189. https://doi.org/10.12989/scs.2017.24.2.177 DOI |
11 | JSCE (2007), Standard Specification for Steel and Composite Structures (design edition), Committee of Steel Structure (in Japanese). |
12 | Lam, D. and El-Lobody, E. (2005), "Behavior of headed stud shear connectors in composite beam", J. Struct. Eng. (ASCE), 131(1), 96-107. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:1(96). DOI |
13 | Lim, O.K., Choi, S., Kang, S., Kwon, M. and Choi, J.Y. (2019), "Experimental studies on the behaviour of headed shear studs for composite beams in fire", Steel Compos. Struct., 32(6), 743-752. https://doi.org/10.12989/scs.2019.32.6.743. DOI |
14 | Machacek, J. and Cudejko, M. (2011), "Composite steel and concrete bridge trusses", Eng. Struct., 33(12), 3136-3142. https://doi.org/10.1016/j.engstruct.2011.08.017. DOI |
15 | Souza, P.T.D., Kataoka, M.N. and El Debs, A.L.H.C. (2017), "Experimental and numerical analysis of the push-out test on shear studs in hollow core slabs", Eng. Struct., 147, 398-409. https://doi.org/10.1016/j.engstruct.2017.05.068. DOI |
16 | Viest, I.M. (1956), "Investigation of stud shear connectors for composite concrete and steel T-beams", J. Am. Concr. Inst., 27(8), 875-891. http://dx.doi.org/10.14359/11655. DOI |
17 | GB/T 50081-2019 (2019), Standard for Test Methods of Concrete Physical and Mechanical Properties, Ministry of Housing and Urban-rural Development of Peoples' Republic of China (in Chinese); Beijing, China. |
18 | AASHTO (2017), AASHTO LFRD bridge design specifications, 8th edition, American Associate of State Highway and Transportation Officials; Washington DC, USA. |
19 | Badie S.S., Tadros M.K., Kakish H.F., Splittgerber D.L. and Baishya M.C. (2002), "Large shear studs for composite action in steel bridge girders", J. Bridge. Eng. (ASCE), 7(3), 195-203. https://doi.org/10.1061/(ASCE)1084-0702(2002)7:3(195). DOI |
20 | Classen, M., Herbrand, M., Kueres, D. and Hegger, J. (2016), "Derivation of design rules for innovative shear connectors in steel-concrete composites through the systematic use of nonlinear finite element analysis (FEA)", Struct. Concr., 17(4), 646-655. https://doi.org/10.1002/suco.201500217. DOI |
21 | Xu, C., Sugiura, K., Wu, C. and Su, Q. (2012), "Parametrical static analysis on group studs with typical push-out tests", J. Constr. Steel Res., 72, 84-96. https://doi.org/10.1016/j.jcsr.2011.10.029. DOI |
22 | Wang, J.Q., Xu, Q.Z., Yao, Y.M., Qi, J.N. and Xiu, H.L. (2018), "Static behavior of grouped large headed stud-UHPC shear connectors in composite structures", Compos. Struct., 206, 202-214. https://doi.org/10.1016/j.compstruct.2018.08.038. DOI |
23 | Wang, Y.C. (1998), "Deflection of steel-concrete composite beams with partial shear interaction", J. Struct. Eng. (ASCE), 124, 1159-1165. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:10(1159). DOI |
24 | Xia, Y., Chen, L., Ma, H.Y. and Su, D. (2019), "Experimental and numerical study on shear studs connecting steel girder and precast concrete deck", Struct. Eng. Mech., 71(4), 433-444. https://doi.org/10.12989/sem.2019.71.4.433. DOI |
25 | GB 50017-2017 (2017), Code for Design of Steel Structures, Ministry of Housing and Urban-rural Development of Peoples' Republic of China (in Chinese), Beijing, China. |
26 | Spremic, M., Pavlovic, M., Markovic, Z., Veljkovic, M. and Budjevac, D. (2018), "FE validation of the equivalent diameter calculation model for grouped headed studs", Steel Compos. Struct., 26(3), 375-386. https://doi.org/10.12989/SCS.2018.26.3.375. DOI |
27 | An, L. and Cederwall, K. (1996), "Push-out tests on studs in high strength and normal strength concrete", J. Constr. Steel Res., 36(1), 15-29. https://doi.org/10.1016/0143-974X(94)00036-H. DOI |
28 | Eurocode 4 (2004), Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1-1: General Rules and Rules for Buildings, European Committee for Standardization; Brussels, Belgium. |
29 | Galuppi, L. and Royer-Carfagni, G. (2016), "Effective width of the slab in composite beams with nonlinear shear connection", J. Eng. Mech. (ASCE), 142(4), 04016001. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001042. DOI |
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