Experimental Study on Influence of Bending Load on Chloride Ion Concentration of Concrete in Marine Environment

Abstract:

This paper mainly determined free chloride ion concentration of concrete beams of two kinds of water cement ratio (0.45and0.60) and bending load (0.00F_max, 0.30F_max, 0.45F_max and 0.60F_max) after 240 d in marine environment and compared the effect of different load conditions in the same water cement ratio on the free chloride ion concentration. The results show that the concentration of free chloride ion in tension zone of concrete increases with the increase of load level, the concentration of free chloride ion in compressed zone of concrete decreases with the increase of load level; under the same bending load level, the concentration of free chloride ion in concrete increases with water cement ratio.

• Periodical: Advanced Materials Research (Volumes 919-921)
• Pages: 460-464
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.919-921.460
• Online since: April 2014
• Authors: Han Yang Jin, Hua Xia Zhuang, Ru Tai Liu, Jia Le Shi, Jun Zhi Zhang
• Keywords: Bending Load, Concrete, Free Chloride Ion Concentration, Marine Environment, Water Cement Ratio

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