Dynamic Response Analysis of Cement Concrete Pavement under Different Vehicle Speeds
Through a finite-element model developed in the ANSYS (engineering simulation software) platform, the stress-strain properties of concrete pavement under dynamic loads were studied and the affecting laws of different speeds on the stress-strain properties of concrete pavement were determined in this paper. Analysis results indicate the significant difference between static loads and dynamic loads on concrete pavement performance and deterioration. Vehicle speed has a significant effect on the stress-strain properties of concrete pavement. Furthermore, slower vehicle speed has a greater effect than faster vehicle speed. This research finding can provide a more accurate grasp of the actual working conditions of concrete pavement, and provide some guidance to the structural design of concrete pavements.
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Availability:
- Find a library where document is available. Order URL: http://ascelibrary.org/doi/book/10.1061/9780784476239
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Supplemental Notes:
- Copyright © 2011 ASCE
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Xiao, Tian
- Sun, Ji-shu
- Wang, Xiao-hua
- Chen, Zhao-xia
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Conference:
- GeoHunan International Conference 2011
- Location: Hunan , China
- Date: 2011-6-9 to 2011-6-11
- Publication Date: 2011
Language
- English
Media Info
- Media Type: Digital/other
- Features: References;
- Monograph Title: Pavements and Materials: Recent Advances in Design, Testing and Construction
Subject/Index Terms
- TRT Terms: Cement; Concrete pavements; Deformation curve; Dynamic loads; Finite element method; Motor vehicles; Pavement design; Speed
- Identifier Terms: ANSYS (Computer program)
- Subject Areas: Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways; I32: Concrete; I33: Other Materials used in Pavement Layers;
Filing Info
- Accession Number: 01347734
- Record Type: Publication
- ISBN: 9780784476239
- Files: TRIS, ASCE
- Created Date: Aug 8 2011 2:20PM