Study on Thermal Stresses the Extreme Temperature in Bridge Deck Pavements Using FEM Analysis

Hai Bin Li; Yan Ping Sheng; Qian Wang

doi:10.4028/www.scientific.net/AMR.482-484.1718

Paper Titles

The Effect of Electromagnetic Stirring on Steel Strand Quality
p.1699

Study on Synthesis of Zirconolite Using Simulated Radioactive Incineration ASH
p.1703

Simulation Analysis of Support Installation Vehicle’s Working Unit Based on ADAMS
p.1707

Study on the Influence of Compression Damage on Tensile Properties in Fully Lamellar TiAl-Based Alloy
p.1713

Study on Thermal Stresses the Extreme Temperature in Bridge Deck Pavements Using FEM Analysis
p.1718

The Design of Power Supply and Distribution Real-Time Monitoring System Based on PXI Bus for Telemetering System
p.1725

Robust Fault-Tolerant Controller Design for T-S Fuzzy Control Systems
p.1729

Energy Conservation Strategy and Control Mechanism in Engineering of Water Supply
p.1733

Leak Detection and Location Using Generalized Correlation Time Delay Estimation Algorithm
p.1741

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 482-484Study on Thermal Stresses the Extreme Temperature...

Study on Thermal Stresses the Extreme Temperature in Bridge Deck Pavements Using FEM Analysis

Abstract:

The thermal stresses at the extreme temperatures in bridge deck pavements (BDP) was analyzed in the paper. The sample bridge deck and asphalt concrete pavements were analyzed. The maximum principal and shear stresses in the BDP at the wide range of temperatures were calculated using 3D finite element method. The compared results showed a strong linear correlation between the BDP maximum principal stress and the elastic modulus. This linear relationship also existed between the shear stress and the elastic modulus. From the finite element analysis, it is found that the BDP elastic modulus affects the thermal stress more than the thickness of BDP. With the consideration of thermal stresses of BDP, the thickness of BDP from 6 to 12 cm is recommended for the BDP construction.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 482-484)

Pages:

1718-1721

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.482-484.1718

Citation:

Cite this paper

Online since:

February 2012

Authors:

Hai Bin Li, Yan Ping Sheng, Qian Wang

Keywords:

Bridge Deck Pavement, Extreme Temperatures, FEM Analysis, Thermal Stress

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Rasmus,W.,John F.O., and Henrik,S. Analysis of an orthotropic deck stiffened with a cement-based overlay.Journal of Bridge Engineering, 12(3), 2007pp.350-363.

Google Scholar

[2] Xu,Q.W., Hu,C.S., and Wang, H. Journal of Chang'an University(Natural Science Edition), 27(4) , 2007pp.28-32.

Google Scholar

[3] Chen, S.Z. and Ni, X.J. China Journal of Highway and Transport, 18(2) , 2005pp.56-60.

Google Scholar

[4] Lu,Y.Q., Zhang X.N., and Tang W.X. Journal of South China University of Technology,35(2), 2007pp.59-63.

Google Scholar

[5] Fryba, L. And Pirner, M. Load Test and Model Analysis of Bridges.Engineering Structures. Vol.23, No.1, 2001pp.102-109.

Google Scholar

[6] Xu,W., Zheng G.L. and Zhang X.N. Stress Sensitive Analysis of Concrete Deck Asphalt Overlay. Journal of Highway and Transportation Research and Development, 21(1) , 2004pp.8-11.

Google Scholar

[7] Yao, Z.K. Pavement Design Manual (3rd Edition).China Communications Press,2006. Wang, X.C. Applied Technological Research on the Construction of Asphalt Concrete Bridge Deck Pavement Research Report, Xi'an,2007.

Google Scholar