1 |
Zhu, G.M. (2008), "Overall comments on study and application of ballastless track at home and abroad", J. Railway Eng. Soc., 7, 28-30.
|
2 |
Gao, W.Y., Teng, J.G. and Dai, J.G. (2012), "Effect of Temperature Variation on the Full-Range Behavior of FRP-to-Concrete Bonded Joints", J. Compos. Constr., 16(6), 671-683. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000296.
DOI
|
3 |
He, H.W., (2005), Ballastless Track Technology, China Railway Publishing House, Beijing, China.
|
4 |
Ji, G.F., Ouyang, Z.Y. and Li, G.Q. (2013), "Effects of bondline thickness on Mode-I nonlinear interfacial fracture of laminated composites: An experimental study", Compos. Part B-Eng., 47, 1-7. https://doi.org/10.1016/j.compositesb.2012.10.048.
|
5 |
Li, C.N., (2017), CRTS I Slab Ballastless Track Slab Prefabrication and Laying Technology, China Railway Publishing House, Beijing, China.
|
6 |
Lin, X.S., Zhang, Y.X. (2013), "Novel composite beam element with bond-slip for nonlinear finite-element analyses of steel/FRP-reinforced concrete beams", J. Struct. Eng., 139(12), 06013003. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000829.
DOI
|
7 |
Liu, X.Y., Su, C.G., Liu, D., Xiang, F., Gong, C. and Zhao, P.R. (2017), "Research on the bond properties between slab and CA mortar and the parameters study of cohesive model", J. Railway Eng. Soc., 34(3), 22-28.
|
8 |
Liu, Y. (2013), "Study on characteristics and influences of CRTS II slab track early temperature field", Ph.D. Dissertation, Southwest Jiaotong University, Chengdu.
|
9 |
Monfared, M.M. (2017), "Mode III SIFs for interface cracks in an FGM coating-substrate system", Struct. Eng. Mech., 64(1), 71-79. https://doi.org/0.12989/sem.2017.64.1.071.
DOI
|
10 |
Ouyang, Z.Y. and Li, G.Q. (2009), "Nonlinear interface shear fracture of end notched flexure specimens", Int. J. Solids Struct., 46(13), 2659-2668. https://doi.org/10.1016/j.ijsolstr.2009.02.011.
DOI
|
11 |
Papastergiou, D. and Lebet, J.P. (2014), "Experimental investigation and modelling of the structural behaviour of confined grouted interfaces for a new steel-concrete connection", Eng. Struct., 74, 180-192. https://doi.org/10.1016/j.engstruct.2014.05.031.
DOI
|
12 |
TB10621-2014 (2015), Code for Design of High Speed Railway, Ministry of Railways of the People's Republic of China; Beijing, China.
|
13 |
Wang, P., Xu, H. and Chen, R. (2014), "Effect of Cement Asphalt mortar debonding on dynamic properties of CRTS II slab ballastless track", Adv. Mater. Sci. Eng., 193128. https://doi.org/10.1155/2014/193128.
|
14 |
Yuan, H., Lu, X.S., Hui, D. and Feo, L. (2012), "Studies on FRP-concrete interface with hardening and softening bond-slip law", Compos. Struc., 94(12), 3781-3792. https://doi.org/10.1016/j.compstruct.2012.06.009.
DOI
|
15 |
Yuan, H., Teng, J.G., Seracino, R., Wu, Z.S. and Yao, J. (2004), "Full-range behavior of FRP-to-concrete bonded joints", Eng. Struct., 26(5), 553-565. https://doi.org/10.1016/j.engstruct.2003.11.006.
DOI
|
16 |
Yuan, Q., Liu, W.T., Pan, Y.R., Deng, D.H. and Liu, Z.Q. (2016), "Characterization of cement asphalt mortar for slab track by dynamic mechanical thermoanalysis", J. Mater. Civil Eng., 28(3), 04015154. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001401.
DOI
|
17 |
Chen, G.M., Chen, J.F. and Teng, J.G. (2012), "On the finite element modelling of RC beams shear-strengthened with FRP", Constr. Build. Mater., 32(SI), 13-26. https://doi.org/10.1016/j.conbuildmat.2010.11.101.
DOI
|
18 |
China Academy of Railway Sciences (2008), "Summary of design principles and methods for CRTS II ballastless track of Beijing Tianjin Intercity Railway", China Academy of Railway Sciences, Beijing, China.
|
19 |
Dai, G.L., and Su, M. (2016), "Full-scale field experimental investigation on the interfacial shear capacity of continuous slab track structure", Arch. Civ. Mech. Eng., 16(3), 485-493. https://doi.org/10.1016/j.acme.2016.03.005.
DOI
|
20 |
Dai, G.L., Ge, H., Liu, W.S. and Chen, Y.F. (2017), "Interaction analysis of Continuous Slab Track (CST) on long-span continuous high-speed rail bridges", Struct. Eng. Mech., 63(6), 713-723. https://doi.org/10.12989/sem.2017.63.6.713.
DOI
|
21 |
Dai, G.L., Su, M., and Chen, Y.F. (2016), "Design and construction of simple beam bridges for high-speed rails in china: standardization and industrialization", Balt. J. Road Bridge E., 11(4), 274-282. https://doi.org/10.3846/bjrbe.2016.32
DOI
|
22 |
Daouadji, T.H., Chedad, A. and Adim, B. (2016), "interfacial stresses in RC beam bonded with a functionally graded material plate", Struct. Eng. Mech., 60(4), 693-705. https://doi.org/10.12989/sem.2016.60.4.693.
DOI
|
23 |
Deng, J.D., Liu, A.R., Huang, P.Y. and Zheng, X.H. (2016), "Interfacial mechanical behaviors of RC beams strengthened with FRP", Struct. Eng. Mech., 58(3), 577-596. https://doi.org/10.12989/sem.2016.58.3.577.
DOI
|
24 |
Esveld, C. (2001), Modern Railway Track, (2nd ed), Koninklijke van de Garde BV, Zaltbommel, Netherland.
|
25 |
Zheng, X.H., Huang, P.Y., Han, Q. and Chen, G.M. (2014), "Bond behavior of interface between CFL and concrete under static and fatigue load", Constr. Build. Mater., 52, 33-41. https://doi.org/10.1016/j.conbuildmat.2013.10.080.
DOI
|