Chapter
Apr 26, 2012
Factors Influencing Longitudinal Stability Analysis of Unit Slab Track on Subgrade
Authors: Guihong Xu [email protected], Peigang Li [email protected], Rongshan Yang, and Xueyi LiuAuthor Affiliations
Publication: ICTE 2011
Abstract
In the paper, a numerical mechanical model for the slab track was established. Under the condition of some longitudinal loads such as braking force and temperature load, the mechanical characteristics and the deforming rule of slab track were analyzed. The results indicated that the cam plate, the elastic modulus of colophony, the gap between the block and colophony affected the longitudinal displacement of track slab obviously. The inner forces and the displacement of track have been changed a little when the friction coefficient between the slab and CA mortar was varying from 0.25 to 1. While, the displacement of slab and colophony were both more than 2mm as the axial temperature loading of 10°C was applied on the slab, which leaded to the conclusion that temperature loading had the significant effect on the longitudinal displacement and inner force of track.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Axial loads
- Continuum mechanics
- Displacement (mechanics)
- Engineering fundamentals
- Engineering mechanics
- Infrastructure
- Longitudinal loads
- Measurement (by type)
- Models (by type)
- Numerical models
- Pavements
- Slabs
- Solid mechanics
- Static loads
- Statics (mechanics)
- Stress (by type)
- Structural analysis
- Structural engineering
- Structural mechanics
- Structural members
- Structural systems
- Subgrades
- Temperature effects
- Temperature measurement
- Thermal loads
- Transportation engineering
Authors
Affiliations
MOE Key Laboratory of High-speed Railway Engineering, Southwest Jiaotong University, Chengdu 610031.E-mail: [email protected]
MOE Key Laboratory of High-speed Railway Engineering, Southwest Jiaotong University, Chengdu 610031.E-mail: [email protected]
Rongshan Yang
No affiliation information available.
Xueyi Liu
No affiliation information available.
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