Experimental Study on Steel-Concrete Interface Skid Resistance Properties

Tian Lai Yu; Xing Guo Liu; Hong Xiang Zhang

doi:10.4028/www.scientific.net/AMR.163-167.3527

Paper Titles

Mechanism of Debonding Failure between Reinforced Layer with Stainless Steel Wire Mesh and Polymer Mortar and RC Structures
p.3504

Research of Stress Concentration and Retrofitted Methods for Orthotropic Steel Bridge Decks
p.3511

Analysis of Relationship between Pile Quality and its’ Bearing Capacity
p.3517

The Reinforcement Design of Special Vertical Irregular Steel-Concrete Composite Structure
p.3523

Experimental Study on Steel-Concrete Interface Skid Resistance Properties
p.3527

Application of Flexible Reinforcement on Anchored Cave Dwelling Based on Numerical Calculation with Rheology
p.3532

Reseach on Flexural Behavior of Reinforced Concrete Beams Strengthened with Prestressed Near Surface Mounted CFRP Tendons
p.3537

Out-of-Plane Behavior of Masonry Walls Strengthened with Ferrocement
p.3545

Study on Crack Causes and Strengthening Measures of Large Span PC Continuous Box Girder Bridges
p.3551

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Experimental Study on Steel-Concrete Interface...

Experimental Study on Steel-Concrete Interface Skid Resistance Properties

Abstract:

Steel-concrete interface skid resistance properties have been studied by orthogonal test. Three factors are considered, including glue amount, silicon carbide mesh, and amount of silicon carbide. For each factor, five levels are selected. Through comparative analyses of the experiment results for each factor and the combinations of the levels of the factors, the combination with the optimal interface skid resistance was obtained. The friction coefficient with consideration of glue cohesive force was also determined. The research results provide references for structure strengthening using adhered steel plates and external prestressing.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3527-3531

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.3527

Citation:

Cite this paper

Online since:

December 2010

Authors:

Tian Lai Yu, Xing Guo Liu, Hong Xiang Zhang

Keywords:

Orthogonal Experiment, Skid Resistance, Steel–Concrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] K. P. Zhang, Y. L. Jiang and X. F. Zeng: Development and prospect of bridge strengthening [J], Highway 8 (2005), 299-301.

Google Scholar

[2] First Highway Consultants Co. Ltd: Specifications for Strengthening Design of Highway Bridges [M], Beijing (2006), China Communications Press.

Google Scholar

[3] Xuyuan Liu, Yifang Tang, Changfu Tong, et al.: Structural steel for bridges (GB 714-2000-T) [S], China Construction Press, Beijing, 2000. 10.

Google Scholar

[4] Zhaoxin Hou, Fentao He, Zhizhuo Yu, et al.: Code for acceptance of construction quality of steel structures (GB 50205-2001) [S], China Construction Press: Beijing, 2002, Appendix B.

Google Scholar

[5] D. H. Shen and Y. B. Li: Design and application of orthogonal experiment [J], Machine Design, 11(1984), 43-46.

Google Scholar

[6] D. H. Shen and Y. B. Li: Design and application of orthogonal experiment [J], Machine Design, 10(1984), 43-45.

Google Scholar

[7] Guangen Xu, Weigang Wang, Junyi Xue, et al.: Test of skid resistance coefficient of steel plates in East Sea bridge [J], Urban Roads Bridges & Flood Control, 5 (2005), 170.

Google Scholar