Review of stud shear resistance prediction in steel-concrete composite beams |
Bonilla, Jorge
(Department of Applied Mathematics, University of Ciego de A vila)
Bezerra, Luciano M. (Department of Civil and Environmental Engineering, University of Brasilia) Mirambell, Enrique (Department of Civil and Environmental Engineering, Polytechnic University of Catalunya) Massicotte, Bruno (Department of Civil, Geological and Mining Engineering, Polytechnic Montreal) |
1 | Nguyen, H.T. and Kim, S.E. (2009b), "Finite element modeling of push-out tests for large stud shear connectors", J. Constr. Steel Res., 65(10-11), 1909-1920. DOI |
2 | Oehlers, D.J. (1989), "Splitting induced by shear connectors in composite beams", J. Struct. Eng., 115(2), 341-362. 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. DOI |
4 | Oehlers, D.J. and Johnson, R.P. (1987), "The strength of stud shear connections in composite beams", The Structural Engineer, 65(2), 44-48. |
5 | Ollgaard, J.G., Slutter, R.G. and Fisher, J.W. (1971), "Shear Strength of Stud Connectors in Lightweight and Normal-Weight Concrete", Eng. J. AISC, 8(2), 55-64. |
6 | Pallares, L. and Hajjar, J.F. (2010), "Headed steel stud anchors in composite structures, Part I: Shear", J. Constr. Steel Res., 66(2), 198-212. DOI |
7 | 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. DOI |
8 | Qi, J., Wang, J., Li, M. and Chen, L. (2017), "Shear capacity of stud shear connectors with initial damage: Experiment, FEM model and theoretical formulation", Steel Compos. Struct., Int. J., 25(1), 79-92. |
9 | Qureshi, J. and Lam, D. (2012), "Behaviour of headed shear stud in composite beams with profiled metal decking", Adv. Struct. Eng., 15(9), 1547-1558. DOI |
10 | Qureshi, J., Lam, D. and Ye, J. (2011a), "The influence of profiled sheeting thickness and shear connector's position on strength and ductility of headed shear connector", Eng. Struct., 33(5), 1643-1656. DOI |
11 | AS-2327.1 (2003), Composite structures, Part 1: Simply supported beams; Standard Australia International, Sidney, Australia. |
12 | Ban, H., Bradford, M.A., Uy, B. and Liu, X. (2016), "Available rotation capacity of composite beams with high-strength materials under sagging moment", J. Constr. Steel Res., 118, 156-168. DOI |
13 | Bonilla, J., Mirambell, E., Larrua, R. and Recarey, C. (2012), "Behavior and strength of welded stud shear connectors in composite beam", Rev. Fac. Ing. Univ. Antioquia, 63, 93-104. |
14 | Bonilla, J., Bezerra, L.M., Larrua, R., Recarey, C. and Mirambell, E. (2015), "Study of stud shear connectors behaviour in composite beams with profiled steel sheeting", Revista de la Construccion, 14(3), 47-54. |
15 | Chinn, J. (1965), "Pushout Tests on Lightweight Composite Slabs", Eng. J., AISC, 2(4), 129-134. |
16 | 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., 141(11), 4015025-1-10. |
17 | Davies, C. (1967), "Small-scale push-out tests on welded stud shear connectors", Concrete, 1(9), 311-316. |
18 | de Lima Araujo, D., Sales, M.W.R., de Paulo, S.M. and de Cresce El, A.L.H. (2016), "Headed steel stud connectors for composite steel beams with precast hollow-core slabs with structural topping", Eng. Struct., 107, 135-150. DOI |
19 | Diaz, B., Easterling, W.S. and Murray, T.M. (1998), Behavior of Welded Shear Studs Used with 1.0 C Deck. Internal report; Blacksburg, VA, USA. |
20 | Driscoll, G.G. and Slutter, R.G. (1961), "Research on Composite Design at Lehigh University", Proceedings of the National Engineering Conference, Chicago, IL, USA, pp. 18-24. |
21 | 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. DOI |
22 | Robinson, H. (1988), "Multiple stud shear connections in deep ribbed metal deck", Can. J. Civil Eng., 15(4), 553-569. DOI |
23 | Qureshi, J., Lam, D. and Ye, J. (2011b), "Effect of shear connector spacing and layout on the shear connector capacity in composite beams", J. Constr. Steel Res., 67(4), 706-719. DOI |
24 | Rambo-Roddenberry, M.D. (2002), "Behavior and Strength of Welded Stud Shear Connectors", Ph.D. Dissertation; University of Blacksburg, VA, USA. |
25 | Rambo-Roddenberry, M.D., Easterling, W.S. and Murray, T.M. (2002), "Behavior and Strength of Welded Stud Shear Connectors-Data Report", Report No. CE/VPI-ST 02-##; Blacksburg, VA, USA. |
26 | Shen, M.H. and Chung, K.F. (2017), "Experimental investigation into stud shear connections under combined shear and tension forces", J. Constr. Steel Res., 133, 434-447. DOI |
27 | Shim, C.S. (2004), "Experiments on Limit State Design of Large Stud Shear Connectors", KSCE J. Civil Eng., 8(3), 313-318. DOI |
28 | Shim, C.S., Lee, P.G. and Yoon, T.Y. (2004), "Static behaviour of large stud shear connectors", Eng. Struct., 26(12), 1853-1860. DOI |
29 | Slutter, R.G. and Driscoll, G.C. (1965), "Flexural strength of steel and concrete composite beams", J. Struct. Div., 91(2), 71-99. |
30 | Su, Q., Yang, G. and Bradford, M.A. (2014), "Static behaviour of multi-row Stud shear connectors in high- strength concrete", Steel Compos. Struct., Int. J., 17(6), 967-980. DOI |
31 | Sublett, C.N., Easterling, W.S. and Murray, T.M. (1992), "Strength of Welded Headed Studs in Ribbed Metal Deck on Composite Joist", Report No. CE/VPI-ST 92/03. |
32 | GB50017 (2003), Code for design of Steel structures; Ministry of Housing and Urban-rural Development of the Peoples' Republic of China, Beijing, China. |
33 | Viest, I.M. (1956), "Investigation of stud shear connectors for composite concrete and steel T-beams", J. Am. Concrete Inst., 27(8), 875-891. |
34 | Elkelish, M.S. and Robinson, H. (1986), "Longitudinal cracking of composite beams with ribbed metal deck", Can. J. Civ. Eng, 13(5), 733-740. DOI |
35 | Ellobody, E. and Lam, D. (2002), "Modelling of headed stud in steel-precast composite beams", Steel Compos. Struct., Int. J., 2(5), 355-378. DOI |
36 | Ellobody, E. and Young, B. (2006), "Performance of shear connection in composite beams with profiled steel sheeting", J. Constr. Steel Res., 62, 682-694. DOI |
37 | Eurocode-4 (1993), Composite Beams and Columns. ECCS-Technical Committee 11; European Committee for Standardization, Brussels, Belgium. |
38 | Eurocode-4 (2004), Design of Composite Steel and Concrete Structures Part 1.1; European Committee for Standardization, Brussels, Belgium. |
39 | Fisher, J.W. (1970), "Design of composite beams with formed metal deck", Eng. J., AISC, 7(3), 88-96. |
40 | Goble, G.G. (1968), "Shear strength of thin flange composite specimens", Eng. J., AISC, 5(2), 62-65. |
41 | Grant, J.A., Fisher, J.W. and Slutter, R.G. (1977), "Composite beams with formed steel deckk", Eng. J. AISC, 14(1), 24-43. |
42 | Han, Q., Wang, Y., Xu, J. and Xing, Y. (2015), "Static behavior of stud shear connectors in elastic concrete-steel composite beams", J. Constr. Steel Res., 113, 115-126. DOI |
43 | Easterling, W.S., Gibbings, D.R. and Murray, T.M. (1993), "Strength of Shear Studs in Steel Deck on Composite Beams and Joists", Eng. J. AISC, 30(2), 44-55. |
44 | Hawkins, N.M. and Mitchell, D. (1984), "Seismic response of composite shear connections", J. Struct. Eng., 110(9), 2120-2136. DOI |
45 | Xue, W., Ding, M., Wang, H. and Luo, Z. (2008), "Static behavior and theoretical model of stud shear connectors", J. Bridge Eng., 13(6), 623-634. DOI |
46 | Wright, H.D. and Francis, R.W. (1990), "Tests on composite beams with low levels of shear connection", The Struct. Engr., 68(15), 293-298. |
47 | Xu, C. and Sugiura, K. (2013), "FEM Analysis on failure development of group studs shear connectors under effects of concrete strength and stud dimension", Eng. Fail. Anal., 35, 343-354. DOI |
48 | 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. DOI |
49 | 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 |
50 | Hicks, S. and Uy, B. (2015), "AS/NZS 2327 Composite Structures: A new Standard for Steel-Concrete Composite Buildings", Proceedings of Steel Innovations Conference 2015, Auckland, New Zealand, September. |
51 | Johnson, R.P. and Yuan, H. (1997), "Resistance of Stud Shear Connectors in Troughs of Profiled Sheeting", Research Report CE 55; Warwick, UK. |
52 | Jayas, B.S. and Hosain, M.U. (1988), "Behaviour of headed studs in composite beams: push-out tests", Can. J. Civil Eng., 15(2), 240-253. DOI |
53 | Jayas, B.S. and Hosain, M.U. (1989), "Behaviour of headed studs in composite beams: full-size tests", Can. J. Civil Eng., 16(5), 712-724. DOI |
54 | Johnson, R.P. and Oehlers, D.J. (1981), "Analysis and design for longitudinal shear in composite T-beams", Proceedings of Institution of Civil Engineers, Part 2, Vol. 71, No. PT1, pp. 989-1021. DOI |
55 | Johnson, R.P. and Yuan, H. (1998), "Existing Rules and New Tests for Stud Shear Connectors in Troughs of Profiled Sheeting", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 128(3), 244-251. DOI |
56 | JSCE (2007), Standard Specifications for Steel and Composite Structures: I General Provision, II Structural Planning, III Design; Japan Society of Civil Engineers, Tokyo, Japan. [In English] |
57 | Kim, J.-S., Kwark, J., Joh, C., Yoo, S.-W. and Lee, K.-C. (2015), "Headed stud shear connector for thin ultrahigh-performance concrete bridge deck", J. Constr. Steel Res., 108, 23-30. DOI |
58 | Kitoh, H. and Sonoda, K. (1990), "Forces on the Studs in a Steel Plate and Concrete Slab", Proceedings of International Association for Bridge and Structural Engineering (IABSE) Symposium, Brussels, Belgium, pp. 185-190. |
59 | Lam, D. and Ellobody, E. (2005), "Behavior of headed stud shear connectors in composite beam", J. Struct. Eng., 131(1), 96-106. DOI |
60 | Lawson, R.M. (1992), "Shear connection in composite beams", In: Composite Construction in Steel and Concrete II, (Ed. W.S. Easterling and W.M. Kim Roddis), American Society of Civil Engineers, New York, NY, USA, pp. 81-97. |
61 | Lee, P.-G., Shim, C.-S. and Chang, S.-P. (2005), "Static and fatigue behaviour of large stud shear connectors for steelconcrete composite bridges", J. Constr. Steel Res., 61(9), 1270-1285. DOI |
62 | Lloyd, R.M. and Wright, H.D. (1990), "Shear connection between composite slabs and steel beams", J. Constr. Steel Res., 15(4), 255-285. DOI |
63 | Lorenc, W. and Kubica, E. (2006), "Behavior of composite beams prestressed with external tendons: Experimental study", J. Constr. Steel Res., 62(12), 1353-1366. DOI |
64 | Lu, P., Xie, X. and Shao, C. (2012), "Experimental study and numerical analysis of a composite bridge structure", Constr. Build. Mater., 30, 695-705. DOI |
65 | Lyons, J.C., Easterling, W.S. and Murray, T.M. (1994), Strength of Welded Shear Studs, Report No. CE/VPI-ST 94/07; Blacksburg, VA, USA. |
66 | Mainstone, R.J. and Menzies, J.B. (1967), "Shear Connectors in Steel-Concrete Composite Beams for Bridges", Concrete, 1(9), 291-302. |
67 | Mirza, O. (2008), "Behaviour and design of headed stud shear connectors in composite steelconcrete beams", Ph.D. Dissertation; University of Western Sydney, Australia. |
68 | Mottram, J.T. and Johnson, R.P. (1990), "Push tests on studs welded through profiled steel sheeting", The Structural Engineer, 68(10), 187-193. |
69 | Nguyen, H.T. and Kim, S.E. (2009a), "Finite element modeling of push-out tests for large stud shear connectors", J. Constr. Steel Res., 65, 1909-1920. DOI |
70 | Nellinger, S. (2015), "On the Behaviour of Shear Stud Connections in Composite Beams with Deep Decking", Ph.D. Dissertation; University of Luxembourg, Luxembourg. |
71 | Alenezi, K., Tahir, M.M., Alhajri, T., Badr, M.R.K. and Mirza, J. (2015), "Behavior of shear connectors in composite column of cold-formed steel with lipped C-channel assembled with ferrocement jacket", Constr. Build. Mater., 84, 39-45. DOI |
72 | AASHTO (2014), Load and Resistance Factor Design (LRFD) Bridge design specifications, (7th Edition); American Association of State Highway and Transportation Officials, Washington, D.C., USA. |
73 | AISC (1993), Load and Resistance Factor Design (LRFD) Specification for Structural Steel Building; American Institute of Steel Construction, Chicago, IL, USA. |
74 | AISC (2010), Load and Resistance Factor Design (LRFD) Specification for Structural Steel Building; American Institute of Steel Construction, Chicago, IL, USA. |