Finite Element Transient Analysis on the Highway Reflective Crack in Temperature Change

Shang Yang Yang

doi:10.4028/www.scientific.net/AMR.594-597.1482

Paper Titles

Evaluation of Highway Alignment Safety Design Based on Operating Speed
p.1463

Research and Application of Anti-Rutting in the Asphalt Mixtures
p.1467

Adaptability Analysis of Preventive Maintenance Measures for Asphalt Pavement
p.1471

Application Study of Impact Compaction Technology in Wetness and Softness Loess Roadbed Treatment
p.1477

Finite Element Transient Analysis on the Highway Reflective Crack in Temperature Change
p.1482

Study on Transverse Linear Stiffness of Bridge Piers in a High-Speed Railway
p.1489

Stress Analysis of High Thin-Walled Box Girder Bridge in Chong He Bridge
p.1494

Shrinkage and Creep of Concrete on the Mechanical Properties of Cable-Stayed Bridge
p.1498

Study on Fluid-Solid Coupling Analysis Method of Bridge Pier
p.1504

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Finite Element Transient Analysis on the Highway...

Finite Element Transient Analysis on the Highway Reflective Crack in Temperature Change

Abstract:

Temperature change of the semi-rigid base course is one of the reasons of the appearance of the reflective crack. The stress intensity factor of the semi-rigid asphalt pavement is calculated with the finite element method. Sensibility analysis is made on the parameters (modulus, thermal expansion coefficient, thickness) affecting the magnitude of the stress intensity factor. Above all, it is concluded that the graded gravel can reduce the reflective cracking

You might also be interested in these eBooks

Advances in Industrial and Civil Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1482-1485

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.1482

Citation:

Cite this paper

Online since:

November 2012

Authors:

Shang Yang Yang

Keywords:

Finite Element, Gravel Interlayer, Reflective Crack, Semi-Rigid Pavement

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Wu Ganchang,Ling Tianqing.The Analysis of Developing Mechanism of Thermal Crack of the Semi-Rigid Roadbase[J].China Journal of Highway and Transport,1998,11(1):21-28.

Google Scholar

[2] Yue Fuqing,Yang Chunfeng.Semi-rigid asphalt pavement thermal reflective crack in finite element method[J].Journal of Guilin Institute of Technology,2004,24(1):52-54.

Google Scholar

[3] Chen Anmin,Gu Jincai,Shen Jun,Ming Zhiqing,Gu leiyu,Lu Zeyuan.Application study on the geomechanical model experiment techniques[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(22):3785-3789.

Google Scholar

[4] Yang Shang-Yang,Zhang Long-Yun,Gao Yue.Application of attribute recognition to highway conditions evaluation[J].Advanced Materials Research,2012,2304-2308.

DOI: 10.4028/www.scientific.net/amr.403-408.2304

Google Scholar