1 |
Wang, B., Huang, Q. and Liu, X. (2017), "Deterioration in strength of studs based on two-parameter fatigue failure criterion", Steel Compos. Struct., 23(2), 239-250. https://doi.org/10.12989/scs.2017.23.2.239.
DOI
|
2 |
Yan, J. B. , Xiong, M.X. , Qian, X. and Liew, J.Y.R. (2016), "Numerical and parametric study of curved steel-concrete-steel sandwich composite beams under concentrated loading", Mater. Struct., 49(10), 3981-4001. https://doi.org/10.1617/s11527-015-0768-2.
DOI
|
3 |
Yang, T., Lin, G. and Peng, X. (2016), "Experimental study on fatigue behavior of steel-precast concrete slab composite beams with partial shear connection", J. Wuhan Univ. Technol., 38(1):54-58. [in Chinese]
|
4 |
Yatim, M.Y.M., Shanmugam, N.E. and Badaruzzaman, W.H.W. (2013), "Behaviour of partially connected composite plate girders containing web openings", Thin-Wall. Struct., 72(10), 102-112. https://doi.org/10.1016/j.tws.2013.06.022.
DOI
|
5 |
Zhou, C., Chen, Z., Shi, S.Q. and Cai, L. (2018), "Behavior of concrete columns confined with both steel angles and spiral hoops under axial compression", Steel Compos. Struct., 27(6), 747-759. https://doi.org/10.12989/scs.2018.27.6.747.
DOI
|
6 |
Zhou, M., Liu, Z., Zhang, J., An, L. and He, Z. (2016), "Equivalent computational models and deflection calculation methods of box girders with corrugated steel webs", Eng. Struct., 127, 615-634. https://doi.org/10.1016/j.engstruct.2016.08.047.
DOI
|
7 |
Zhu H., Zhao Y. and Li X. (2014), "Reinforced concrete beam's stiffness degeneration regulation and its calculation formula under the action of fatigue load", J. Civil, Architect. Environ. Eng., 36(2):1-13. [In Chinese]
|
8 |
Adasooriya, N.D. and Siriwardane, S.C. (2014), "Remaining fatigue life estimation of corroded bridge members", Fatigue Fract. Eng. Mater. Struct., 37(6), 603-622. https://doi.org/10.1111/ffe.12144.
DOI
|
9 |
Amiri, A., Cavalli, M.N. and Ulven, C.A. (2017), "A new approach of stiffness degradation modeling for carbon fiberreinforced polymers under cyclic fully reversed bending", J. Compos. Mater., 51(20), 2889-2897. https://doi.org/10.1177/0021998317690239.
DOI
|
10 |
British Standards Institution (2005), Eurocode 4: Design of Composite Structures - Part 1.2 General rules and rules for bridges, BS EN 1994-1-2, BSI, London, UK.
|
11 |
Chen, C.C., and Sudibyo, T. (2019), "Behavior of partially concrete encased steel beams under cyclic loading", Int. J. Steel Struct., 19(1), 255-268. https://doi.org/10.1007/s13296-018-0114-y.
DOI
|
12 |
Cheng, L. (2011), "Flexural fatigue analysis of a CFRP form reinforced concrete bridge deck", Compos. Struct., 93(11), 2895-2902. https://doi.org/10.1016/j.compstruct.2011.05.014.
DOI
|
13 |
Deng, W., Xiong, Y., Liu, D. and Zhang, J. (2019), "Static and fatigue behavior of shear connectors for a steel-concrete composite girder", J. Constr. Steel Res., 159, 134-146. https://doi.org/10.1016/j.jcsr.2019.04.031.
DOI
|
14 |
Foraboschi, P. (2014), "Three-layered plate: Elasticity solution", Composites Part B: Engineering, 60(4), 764-776. https://doi.org/10.1016/j.compositesb.2013.06.037.
DOI
|
15 |
Esendemir, U. (2006), "The effects of shear on the deflection of simply supported composite beam loaded linearly", J. Reinf. Plast. Compos., 25(8), 835-846. https://doi.org/10.1177/0731684406065133.
DOI
|
16 |
Focacci, F., Foraboschi, P. and Stefano, M.D. (2015), "Composite beam generally connected: analytical model", Compos. Struct., 133(12), 1237-1248. https://doi.org/10.1016/j.compstruct.2015.07.044.
DOI
|
17 |
Foraboschi, P. (2016a), "Effectiveness of novel methods to increase the FRP-masonry bond capacity", Compos. Part B: Eng., 107(12), 214-232. https://doi.org/10.1016/j.compositesb.2016.09.060.
DOI
|
18 |
Foraboschi, P. (2016b), "Versatility of steel in correcting construction deficiencies and in seismic retrofitting of RC buildings", J. Build. Eng., 8(12), 107-122. https://doi.org/10.1016/j.jobe.2016.10.003.
DOI
|
19 |
Gao, D.Y. and Zhang, M. (2013), "Calculation method for stiffness of steel fiber reinforced high-strength concrete beams based on effective moment of inertia", China J. Highway Transport, 26(5), 62-68. https://doi.org/10.19721/j.cnki.1001-7372.2013.05.009. [In Chinese]
|
20 |
Girhammar, U.A. (2009), "A simplified analysis method for composite beams with interlayer slip", Int. J. Mech. Sci., 51(7), 515-530. https://doi.org/10.1016/j.ijmecsci.2009.05.003.
DOI
|
21 |
Hanswille, G. and Porsch, M. (2014), "Lifetime oriented design concepts of steel-concrete composite structures subjected to fatigue loading", Proceedings of the 2008 Composite Construction in Steel and Concrete Conference VI, Tabernash, CO, USA, July.
|
22 |
Liu, F., Zhou, J. and Yan, L. (2018), "Study of stiffness and bearing capacity degradation of reinforced concrete beams under constant-amplitude fatigue", Plos One, 13(3), e0192797. https://doi.org/10.1371/journal.pone.0192797.
DOI
|
23 |
Hanswille, G., Porsch, M. and Ustundag, C. (2007), "Resistance of headed studs subjected to fatigue loading: Part I: Experimental study", J. Constr. Steel Res., 63(4), 475-484. https://doi.org/10.1016/j.jcsr.2006.06.035.
DOI
|
24 |
Hu, S.W. and Zhao, K.Y. (2013), "Experimental research on torsional performance of prestressed composite box beam with partial shear connection", Appl. Mech. Mater., 438-439, 658-662. https://doi.org/10.4028/www.scientific.net/AMM.438-439.658.
DOI
|
25 |
Huang, Y., Wei, J. and Dong, R. (2019), "Stiffness of corroded partially prestressed concrete T-beams under fatigue loading", Mag. Concr. Res., 1-14. https://doi.org/10.1680/jmacr.18.00187.
|
26 |
Kwon, K. and Dan, M.F. (2010), "Bridge fatigue reliability assessment using probability density functions of equivalent stress range based on field monitoring data", Int. J. Fatigue, 32(8), 1221-1232. https://doi.org/10.1016/j.ijfatigue.2010.01.002.
DOI
|
27 |
Lin, Z., Liu, Y. and Roeder, C.W. (2016), "Behavior of stud connections between concrete slabs and steel girders under transverse bending moment", Eng. Struct., 117, 130-144. https://doi.org/10.1016/j.engstruct.2016.03.014.
DOI
|
28 |
Runnian, Y. and Demin, W. (2013), "A study on the residual fatigue strain and damage of steel fiber reinforced recycled concrete under constant amplitude flexural fatigue loading", J. Test. Eval., 41(3), 465-470. https://doi.org/10.1520/JTE20120135.
|
29 |
Sjaarda, M., Porter, T., West, J.S. and Walbridge, S. (2017), "Fatigue behavior of welded shear studs in precast composite beams", J. Bridge Eng., 22(11), 04017089. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001134.
DOI
|
30 |
Song, A., Wan, S., Jiang, Z. and Xu, J. (2018), "Residual deflection analysis in negative moment regions of steelconcrete composite beams under fatigue loading", Constr. Build. Mater., 158, 50-60. https://doi.org/10.1016/j.conbuildmat.2017.09.075.
DOI
|