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The Transport Properties of Concrete under the Simultaneous Coupling of Fatigue Load and Environment Factors 被引量:7

The Transport Properties of Concrete under the Simultaneous Coupling of Fatigue Load and Environment Factors
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摘要 A set of coupling experimental instrument was designed to study the transport properties of chloride ion in concrete under simultaneous coupling action of fatigue load and environmental factors. Firstly the water-saturated performance of modem concrete was investigated, then diffusion performance of chloride ion under different stress levels and different temperature were studied respectively; meanwhile, the time- dependent behavior of the chloride ion diffusion in concrete was also researched. The results showed that the saturation degree of concrete can reach as high as 99%. Besides, diffusion coefficient of chloride ion increased with increasing of the stress level and temperature, and when the stress level and temperature are at 0.6 and 60 ℃ respectively, the diffusion coefficient is 6.3 ×10 -14 m2/s, moreover the diffusion coefficient of chloride ion in concrete decreased with time under the simultaneous coupling action of fatigue load and environment factors. A set of coupling experimental instrument was designed to study the transport properties of chloride ion in concrete under simultaneous coupling action of fatigue load and environmental factors. Firstly the water-saturated performance of modem concrete was investigated, then diffusion performance of chloride ion under different stress levels and different temperature were studied respectively; meanwhile, the time- dependent behavior of the chloride ion diffusion in concrete was also researched. The results showed that the saturation degree of concrete can reach as high as 99%. Besides, diffusion coefficient of chloride ion increased with increasing of the stress level and temperature, and when the stress level and temperature are at 0.6 and 60 ℃ respectively, the diffusion coefficient is 6.3 ×10 -14 m2/s, moreover the diffusion coefficient of chloride ion in concrete decreased with time under the simultaneous coupling action of fatigue load and environment factors.
作者 WANG Caihui SUN Wei JING Jinyang HAN Jiande R0NG Hui 王彩辉;孙伟;JING Jinyang;HAN Jiande;R0NG Hui(School of Materials Science and Engineering,Southeast University;Jiangsu Key Laboratory of Construction Materials)
出处 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2012年第1期181-186,共6页 武汉理工大学学报(材料科学英文版)
基金 Supported by the Scientif ic Research Foundation of Graduation School of Southeast University(No.YBjj1129) the National Natural Science Foundation of China(No. 51078081) Ph D Programs Foundation of Ministry of Education of China(No. 200802861080)
关键词 chloride diffusion fatigue load CONCRETE stress level TEMPERATURE time dependent chloride diffusion fatigue load concrete stress level temperature time dependent
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