Erosion-Resisting Properties for Chloride Ion of Short-Chopped Basalt Fiber Reinforced Concrete

Jun Zhi Zhang; Hua Ting Liu; Zhao Qi Fu; Liang Ying Wang; Sheng Bing Zhou

doi:10.4028/www.scientific.net/AMR.217-218.66

Paper Titles

Molecular Dynamics Simulation of Diffusion Behavior for Thermalplastic Fusion Bonding
p.45

Water Absorbing and Releasing of Lightweight Aggregate and its Influence on Frost-Resistance of Combined Aggregate Concrete
p.51

Hierarchical Partition Approach with Application on Enterprise Credit Assessment
p.57

Comparison Research on Determination of Contact Loads with Finite Element Method and Mode Superposition Method
p.62

Erosion-Resisting Properties for Chloride Ion of Short-Chopped Basalt Fiber Reinforced Concrete
p.66

Study on the Preparation of Chitosan/PVA Sustained - Release Microspheres
p.71

Preparation of Palladium Nano-Particles by Electrospinning and its Application in Hydrogenations
p.75

A Study on Soft Water Attack Resistance of Concrete
p.79

Study of Fracture Behaviors of 20g Steel under Short Period High Temperature and Thermal Shock Condition
p.84

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 217-218Erosion-Resisting Properties for Chloride Ion of...

Erosion-Resisting Properties for Chloride Ion of Short-Chopped Basalt Fiber Reinforced Concrete

Abstract:

According to a test for chloride ion erosion in concrete under designed manual climate environment, distributions of chlorine ion concentration in pure bending concrete of short-chopped basalt fiber RC beam and check RC beam without fiber with different flexural loads are analyzed in this paper, and diffusion coefficients of compression and tensile concrete are fitted on the basis of Fick’s second law. Analysis results show that erosion-resisting properties for chloride ion of the basalt fiber compression and tensile concrete in the pure flexural region are increased

You might also be interested in these eBooks

High Performance Structures and Materials Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 217-218)

Pages:

66-70

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.217-218.66

Citation:

Cite this paper

Online since:

March 2011

Authors:

Jun Zhi Zhang, Hua Ting Liu, Zhao Qi Fu, Liang Ying Wang, Sheng Bing Zhou

Keywords:

Chloride Ion, Concrete, Diffusion Coefficient, Flexural Loading, Short-Chopped Basalt Fiber

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] E. G. Xie and Z. Y. Li: Fibercomposites, 3, 17-20 (2003). (in Chinese).

Google Scholar

[2] X. Q. and T. N. Shen: Hi-Tech Fiber & Application, Vol. 30(6): 7-13 (2005). (in Chinese).

Google Scholar

[3] F. Yan, Z. Lu and Y. Yan, et al. : Concrete, Vol. 246(4): 51-53 (2010). (in Chinese).

Google Scholar

[4] Jongsung Sim, Cheolwoo Park and Do Young Moon: Composites, part B: engineering, Vol. 36(2): 504-512 (2005).

Google Scholar

[5] J. M. Zhou: Study on Simulated Experimental for Chloride Ion Erosion of Existing Concrete and Elements[D]. MD thesis, Zhejiang University of Technology, Hangzhou(2009). (in Chinese).

Google Scholar

[6] DL/T 5150-2001. Test Code for Hydraulic Concrete (2001). (in Chinese).

Google Scholar

[7] X. Q. Meng, X. L. Wang and K. Y. Wang: Engineering Journal of Wuhan University, Vol. 40(3): 57-60, 92 (2007). (in Chinese).

Google Scholar

[8] J. Z. Zhang, L. Y. Wang and J. M. Zhou, et al. : Concrete, Vol. 246(4): 39-41 (2010). (in Chinese).

Google Scholar