1 |
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.
|
2 |
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
|
3 |
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
|
4 |
Tahmasebinia, F., Ranzi, G. and Zona, A. (2013), "Probabilistic three-dimensional finite element study on composite beams with steel trapezoidal decking", J. Constr. Steel Res., 80, 394-411.
DOI
|
5 |
Titoum, M., Mazoz, A., Benanane, A. and Ouinas, D. (2016), "Experimental study and finite element modelling of push-out tests on a new shear connector of I-shape", Adv. Steel Constr., 12(4), 487-506.
|
6 |
Veritas, D.N. (2013), "DNV-RP-C208: Determination of Structural Capacity by Non-linear FE Analysis Methods", Det Norske Veritas.
|
7 |
Viest, I.M. (1956), "Investigation of Stud Shear Connectors for Composite Concrete and Steel T-beams", J. Proceedings, 52(4), 875-892.
|
8 |
Wang, T. and Hsu, T.T. (2001), "Nonlinear finite element analysis of concrete structures using new constitutive models", Comput. Struct., 79(32), 2781-2791.
DOI
|
9 |
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
|
10 |
Zheng, S., Liu, Y., Yoda, T. and Lin, W. (2016a), "Parametric study on shear capacity of circular-hole and long-hole perfobond shear connector", J. Constr. Steel Res., 117, 64-80.
DOI
|
11 |
Zheng, S., Liu, Y., Yoda, T. and Lin, W. (2016b), "Shear behavior and analytical model of perfobond connectors", Steel Compos. Struct, Int. J., 20(1), 71-891.
DOI
|
12 |
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), 04015025.
DOI
|
13 |
Abaqus Documentation, Version 6.12 (2012), Dassault System, USA.
|
14 |
ACI Committee (1999), Building code requirements for structural concrete (ACI 318M-99) and Commentary (ACI 318RM-99); American Concrete Institute.
|
15 |
Al-Darzi, S.Y.K., Chen, A.R. and Liu, Y.Q. (2007), "Finite element simulation and parametric studies of perfobond rib connector", Am. J. Appl. Sci., 4(3), 122-127.
DOI
|
16 |
British Standards Institution (BSI) (2004), Eurocode 2: Design of Concrete Structures: Part 1-1: General Rules and Rules for Buildings; British Standards Institution.
|
17 |
Classen, M. and Herbrand, M. (2015), "Shear behaviour of composite dowels in transversely cracked concrete", Struct. Concrete, 16(2), 195-206.
DOI
|
18 |
European Committee for Standardization (CEN) (2004), Design of Composite Steel and Concrete Structures, Part 1.1: General Rules and Rules for Buildings, EN1994-1-1; European Committee for Standardization, Brussels, Belgium.
|
19 |
Hechler, O., Berthellemy, J., Lorenc, W., Seidl, G. and Viefhues, E. (2011), "Continuous Shear Connectors in Bridge Construction", In" Composite Construction in Steel and Concrete VI, pp. 78-91.
|
20 |
Khorramian, K., Maleki, S., Shariati, M., Jalali, A. and Tahir, M.M. (2017), "Numerical analysis of tilted angle shear connectors in steel-concrete composite systems", Steel Compos. Struct., Int. J., 23(1), 67-85.
DOI
|
21 |
Kim, S.H., Park, S., Kim, K.S. and Jung, C.Y. (2017a), "Generalized formulation for shear resistance on Y-type perfobond rib shear connectors", J. Constr. Steel Res., 128, 245-260.
DOI
|
22 |
Kim, S.H., Choi, K.T., Park, S.J., Park, S.M. and Jung, C.Y. (2013), "Experimental shear resistance evaluation of Y-type perfobond rib shear connector", J. Constr. Steel Res., 82, 1-18.
DOI
|
23 |
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 connectors", J. Constr. Steel Res., 103, 275-289.
DOI
|
24 |
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
|
25 |
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., Int. J., 18(2), 497-517.
DOI
|
26 |
Kim, S.H., Kim, K.S., Park, S., 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., 122, 445-454.
DOI
|
27 |
Kim, S.H., Kim, K.S., Lee, D.H., Park, J.S. and Han, O. (2017b), "Analysis of the shear behavior of stubby Y-type perfobond rib shear connectors for a composite frame structure", Materials, 10(11), 1340-1358.
DOI
|
28 |
Kim, S.H., Kim, K.S., Park, S., Jung, C.Y. and Choi, J.G. (2017c), "Comparison of hysteretic performance of stubby Y-Type Perfobond rib and stud shear connectors", Eng. Struct., 147, 114-124.
DOI
|
29 |
Kim, S.E. and Nguyen, H.T. (2010), "Finite element modeling and analysis of a hybrid steel-PSC beam connection", Eng. Struct., 32(9), 2557-2569.
DOI
|
30 |
Kim, S.H., Kim, K.S., Han, O. and Park, J.S. (2018a), "Influence of transverse rebar on shear behavior of Y-type perfobond rib shear connection", Constr. Build. Mater., 180, 254-264.
DOI
|
31 |
Loh, H.Y., Uy, B. and Bradford, M.A. (2004), "The effects of partial shear connection in the hogging moment regions of composite beams: Part I-Experimental study", J. Constr. Steel Res., 60(6), 897-919.
DOI
|
32 |
Kim, S.H., Han, O., Kim, K.S. and Park, J.S. (2018b), "Experimental behavior of double-row Y-type perfobond rib shear connectors", J. Constr. Steel Res., 150, 221-229.
DOI
|
33 |
Kim, K.S., Han, O., Choi, J. and Kim, S.H. (2019), "Hysteretic performance of stubby Y-type perfobond rib shear connectors depending on transverse rebar", Constr. Build. Mater., 200, 64-79
DOI
|
34 |
Leonhardt, F., Andra, W., Andra, H.P. and Harre, W. (1987), "New advantageous shear connection for composite structures with high fatigue strength", Beton-und Stahlbetonbau, 62(12), 325-331.
|
35 |
Maleki, S. and Bagheri, S. (2008), "Behavior of channel shear connectors, Part II: Analytical study", J. Constr. Steel Res., 64(12), 1341-1348.
DOI
|
36 |
Mander, J.B., Priestley, M.J. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", Journal of Structural Engineering, 114(8), 1804-1826.
DOI
|
37 |
Nguyen, H.T. and Kim, S.E. (2009), "Finite element modeling of push-out tests for large stud shear connectors", J. Constr. Steel Res., 65(10), 1909-1920.
DOI
|
38 |
Oguejiofor, E.C. and Hosain, M.U. (1997), "Numerical analysis of push-out specimens with perfobond rib connectors", Comput. Struct., 62(4), 617-624.
DOI
|
39 |
Pavlovic, M., Markovic, Z., Veljkovic, M. and Buđevac, D. (2013), "Bolted shear connectors vs. Headed studs behavior in push-out tests", J. Constr. Steel Res., 88, 134-149.
DOI
|