1. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The loaded configuration of a track when one wheel passes. Due to the rail bending and rotation under wheel load, and the rail inclination, the pressure distribution within a rail pad is nonuniform, and changes as the wheel moves. (a) In the longitudinal-vertical plane, (b) in the lateral-vertical plane.

2. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The 3D transient FE model of the vehicle-track interaction employed in this work. (a) A schematic diagram, (b) the mesh, and (c) Mesh details in the contact surfaces.

3. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
Schematic diagrams of different fastening models (overlook the rail pad) employed in this work. Every rhombus symbol represents a spring-damper group. (a) F_12: 12 spring-damper groups, (b) F_4: 4 spring-damper groups, (c) F_2_in and F_2_ou: 2 spring-damper groups, and (d) F_6: 6 spring-damper groups.

4. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
Two SRSD models simulated in this work. (a) Defect 1 and (b) Defect 2.

5. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The dynamic forces at Defect 1 as the fastening models of F_12 and F_4 are applied. (a) The dynamic forces and (b) the amplitude spectra (by FFT).

6. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The dynamic forces at Defect 1 as the fastening models of F_4 and F_2_in are applied

7. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The dynamic forces at Defect 1 as the fastening models of F_2_in and F_2_ou are applied. (a) The dynamic forces and (b) the amplitude spectra (by FFT).

8. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
Variation of the vertical acceleration at the rail seat area of sleeper 1

9. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The dynamic forces at Defect 1 as the fastening models of F_6 and F_2_ou are applied

10. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The dynamic forces at Defects 1 and 2 with the fastening model of F_12. (a) The dynamic forces, and (b) the amplitude spectra (by FFT).

11. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The dynamic forces at Defects 1 and 2 with the fastening model of F_2_ou. (a) The dynamic forces, and (b) the amplitude spectra (by FFT).

12. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The dynamic forces excited by Defect 2 under different rolling speeds when the fastening model of F_12 is employed

13. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The amplitude spectra (by FFT) of the dynamic forces excited by Defect 2. The fastening model of F_12 is employed and the rolling speed varies.

14. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
The dynamic forces excited by Defect 2 under different speeds when the fastening model of F_2_ou is employed

15. Date of download: 10/14/2017
Copyright © ASME. All rights reserved.
From: Influence of the Fastening Modeling on the Vehicle-Track Interaction at Singular Rail Surface Defects
J. Comput. Nonlinear Dynam. 2014;9(3): doi: /
Figure Legend:
Influence of rolling speed on maximum dynamic force at Defect 2. Fastening models of F_12 and F_2_ou are considered.