Shear behavior of shear stud groups in precast concrete decks

Shim, 2008, Effects of group arrangement on the ultimate strength of stud shear connection, Am Soc Civil Eng, 92 Okada, 2006, A study of the grouped arrangements of stud connectors on shear strength behavior, J Struct Mech Earthquake Eng, 23, 75S, 10.2208/jsceseee.23.75s Xue, 2012, Static behavior of multi-stud shear connectors for steel-concrete composite bridge, J Constr Steel Res, 74, 1, 10.1016/j.jcsr.2011.09.017 Guezouli, 2013, Numerical investigation of internal force transfer mechanism in push-out experiments, Eng Struct, 52, 140, 10.1016/j.engstruct.2013.02.021 Xu, 2012, Parametrical static analysis on group studs with typical push-out experiments, J Constr Steel Res, 72, 84, 10.1016/j.jcsr.2011.10.029 Mawstone, 1967, Shear connectors in steel-concrete composite beams for bridges and the new c.p. 117 part 2, Comp Mater, 38, 83 Jounral, WSE, Vol.35, June, 1930. Colin Davies:Experiment on Half-scale Steel-Concrete beams with Welded Stud Connectors, The Structures Engineer; 1969, 47(1): pp. 35–78. Viest, 1956, Investigation of stud sheer connector for composite concrete and steel T-beams, J ACI, 27, 875 Thurl, 1959, Fatigue and static strength of stud sheer connectors, J ACI, 30, 1287 Oehlers, 1986, The shear stiffness of stud shear connections in composite beams, J Constr Steel Res, 6, 273, 10.1016/0143-974X(86)90008-8 Oehlers, 1987, The strength of stud shear connections in composite beams, Struct Eng, 65, 44 Momam, 1990, Push experiments on studs welded through profiled steel sheeting, Struct Eng, 68, 187 Lam, 1998, Push-off experiments on shear studs with hollow-cored floor decks, Struct Eng, 76, 167 Moy, 1996, The effect of precast concrete planks on shear connector strength, J Constr Steel Res, 36, 201, 10.1016/0143-974X(95)00017-P Civjan, 2003, Behavior of shear studs subjected to fully reversed cyclic loading, J Struct Eng, 129, 1466, 10.1061/(ASCE)0733-9445(2003)129:11(1466) Chen, 2015, Experimental study on the biaxial loading effect on group stud shear connectors of steel-concrete composite bridges, J Bridge Eng, 20 Yang, 2018, Shear performance of a novel demountable steel-concrete bolted connector under static push-out tests, Eng Struct, 160, 133, 10.1016/j.engstruct.2018.01.005 Jingquan, 2018, Static behavior of grouped large headed stud-UHPC shear connectors in composite structures, Compos Struct Marchi, 2017, Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws, Mater Struct, 50, 10.1617/s11527-017-1047-1 Kolpasky L, Ryjacek P. Push-out tests and evaluation of FRP perfobond rib shear connectors performance; 2017. Standard for experiment method of mechanical properties on ordinary concrete (GB/T 50081—2002) China Architecture & Building Press, Beijing, China. Tensile experiment of metal materials (GB/T 228.1-2010) China Architecture & Building Press, Beijing, China. Arc stud welding with cylinder head welding nail (GB/T 10043-2002) China Architecture & Building Press, Beijing, China. Standard of concrete structure experiment method (GB/T 50152-2012) China Architecture & Building Press, Beijing, China. Fu Rong. Experimental research and therotical analysis on resilensy model of shear stud of steel-concrete composite beam; 2010. Code for Design of Steel Structures (GB50017-2017) China Architecture & Building Press, Beijing, China. CAN/CSA-S16-01. Limit States Design of Steel Structures. Toronto, Canadian Standards Association (CSA); 2001. Eurocode 4: Design of Composite Steel and Concrete Structures-part 2: General rules and rules for bridges (BS EN 1994-1-1:2004). British. Yuqing Liu, Composite structural bridge. Beijing: People's transportation press; 2004. Badie, 2010, Relaxing the stud spacing limit for full-depth precast concrete deck panels supported on steel girders (phase I), J Bridge Eng, 15, 482, 10.1061/(ASCE)BE.1943-5592.0000082 Hiragi, 2003, Pull-out and shear strength equations for headed studs considering edge distance, JSCE, 20, 279