Influence of Cement Coarse Particle on the Self-Healing Ability of Concrete Based on Ultrasonic Method
The influences of particle size and mixing content of coarse cement on the self-healing ability of concrete were researched by ultrasonic method. Damaged degree was measured through the decrease of ultrasonic head wave amplitude (UHA) before and afier loading. The relationship between damaged degree and self-healing ratio of concrete was built based on the experimental results as well as the relationship between cement diameter and self-healing ratio of concrete. Analyzing results show that UHA can evaluate the damaged degree of concrete clearly. There exists a damaged threshold of the concrete during loading. Under the same mixing content of coarse cement,when the damaged degree is higher than the threshold,the self-healing ratio of concrete decreases with the increase of damaged degree and increases with the increase of coarse cement diameter,however,while the damaged degree is less than the threshold,the self-healing ratio of concrete increases with both the increase of damaged degree and coarse cement diameter.
Ultrasonic wave Damage Self-healing Cement diameter
Li Zhiqiang Zhou Zonghui Xu Dongyu Yu Jinghua
School of Materials Science and Engineering,University of Jinan,Jinan 250022,China School of Chemistry and Chemical Engineering,University of Jinan,Jinan 250022,China
国际会议
Frist Annual Meeting on Testing and Evaluation of Inorganic Materials(第一届全国无机材料测试与评价学术年会)
南昌
英文
526-529
2010-04-28（万方平台首次上网日期，不代表论文的发表时间）