Experimental Study on the Development Regularity of Slab Concrete Cracks under Fatigue Loads

Article Preview

Abstract:

As for the study on the development regularity of slab concrete cracks under the fatigue loads with amplitude of certain values, two groups of reinforced concrete slab bridge specimen were made. The fatigue test was carried out on one group of specimen, and the corresponding static load test was carried out on another group of specimen, the experimental study on the development regularity of concrete cracks at bottom of slab were carried out. The results of the study shown that, under the fatigue loads at a certain amplitude, the development trend of cracks caused by loading at the bottom of slabs changed more under fatigue loads. The reasons caused the changes of development regularity of concrete cracks were analyzed. The experimental results has the vital significance of further research on the development regularity of concrete bridges under the action of fatigue loads.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1091-1095

Citation:

Online since:

September 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] X. X. Li, Z. X. Wang, W. X. Ren. Time-Dependent Reliability Assessment of Reinforced Concrete Bridge under Fatigue Loadings[J]. China Railway Science, 2009, 30(2):49-53 (In Chinese).

Google Scholar

[2] J. X. Zhang, J. S. Ye, W. F. Yao, Fatigue behavior of RC beams strengthened with CFRP sheets after freeze-thaw cycling action[J]. Journal of Southeast University (Natural Science Edition), 2010, 40(5): 1034-1038 (In Chinese).

Google Scholar

[3] T. M. Hu, C. K. Huang, X. F. Chen, et al. Fatigue Experiment of Concrete Bridges Strengthened by Simple-supporting to Continuous Construction Method[J]. China Journal of Highway and Transport, 2010, 23(5): 76-83 (In Chinese).

Google Scholar

[4] H. F. Ru, Q. Zhang, Q. X. Liang. Experimental Research on the Fatigue Rigidity of RC BeamsReinforced by CFRP Sheets[J]. Journal of railway engineering society, 2008, (6): 52-55 (In Chinese).

Google Scholar

[5] J. G. Chen, J. W. Meng, H. L. Wang. The Crack Width Calculation of High-strength Reinforced Concrete Beam under Fatigue Load[J]. Journal of Shijiazhuang Railway Institute, 2004, 17(3): 31-34 (In Chinese).

Google Scholar

[6] J. Y. Zhang, Y. P. Song, Y. T. Zhang. Calculation of the crack width for PPC beam with nonprestressed steel and prestressed tendons[J]. Concrete, 2005(12): 21-24 (In Chinese).

Google Scholar

[7] Z. M. Wu, G. F. Zhao, Y. P. Song, C. K. Huang. An Investigation on Crack Propagation Process in Concrete under Fatigue Logding by Means of Photoelastic Coating[J]. Journal of Experimental Mechanics, 2000, 15(3): 286-292 (In Chinese).

Google Scholar

[8] L. X. Liu, X. L. Wang, Q. B. Yu, et al. Study on Deflection of Partially Prestressed Concrete Beams Under Fatigue Loading [J]. Journal of Zhengzhou University (Engineering Science), 2007, 28(4): 4-7 (In Chinese).

Google Scholar

[9] L. B. Zuo. Research on Fatigue Behavior of Bi-prestressed Concrete Beam[D]. Tianjin: Tianjin University, 2008 (In Chinese).

Google Scholar

[10] W. J. Yi, X. D. Sun. Experimental investigation on the fatigue behavior of corroded RC beams [J]. China Civil Engineering Journal, 2007, 40(3): 6-10 (In Chinese).

Google Scholar