CHEN Shuan-fa, WANG Bing-gang. Stress-corrosion-evaluation indices of high-property-concrete[J]. Journal of Traffic and Transportation Engineering, 2005, 5(1): 6-10.
Citation: CHEN Shuan-fa, WANG Bing-gang. Stress-corrosion-evaluation indices of high-property-concrete[J]. Journal of Traffic and Transportation Engineering, 2005, 5(1): 6-10.

Stress-corrosion-evaluation indices of high-property-concrete

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  • Author Bio:

    CHEN Shuan-fa(1963-), male, PhD, associate professor, 86-29-82334450, chenshuanfa@sohu.com

  • Received Date: 2004-12-20
  • Publish Date: 2005-03-25
  • The stress-corrosion damage of concrete is the coupled action result of stress and corrosion medium, and its study is in exploratory stage. With the loading test equipment of stress-corrosion, the attenuation discipline of high-property-concrete's performance under the action of three-points loading and corrosion solution was studied, the sensitivity of testing results to the stress-corrosion-evaluation indices was analyzed. The results indicate that the loss rate of high-property-concrete's bending strength under the action of stress-corrosion is over 10%, its compression strength and quality usually have no change, the bending strength loss rate is most sensitive to the evaluation indices of concrete's stress-corrosion performance.

     

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