Strength change laws and micro-structure analysis of concrete in sulfate environment
NIE Liang-xue1, XU Jin-yu1, 2, LIU Yuan-fei1, FAN Jian-she3,WANG Hong-wei4
1. Department of Airfield and Building Engineering, Air Force Engineering University, Xi’an 710038, China;
2. PLA University of Science and Technology, State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact, Nanjing 210007, China;
3. College of Mechanics and Civil Architecture, Northwest Polytechnic University, Xi’an 710072, China;
4. The Ninth Engineering Head Group of China Airport, Xinjin 611430, China
In order to delve deep into the regularity of strength degradation of concrete in sulfate environment, a comparative study is done between static compressive strength, acoustic emission and scanning electron microscope (SEM) to understand the micro-level aspect of concrete specimens which have been immersed in sodium sulfate solution. Results of the experimental indicated that: the static compressive strength of specimens increases first and then decrease during corrosive period, the maximum growth rate is 12.71%, the final strength is only 82.84% and 90.22% of specimens which under normal environment and immersion in distilled water respectively; Similarly, the change regularity of longitudinal wave velocity increases first and then decrease, too, and the final velocity is only 87.95% and 91.41% of specimens which under normal environment and immersion in distilled water respectively; It was discovered that there are many crystals inside or around the pores after corrosion, and the crystals are ordered and arranged densely. So the highly salinity environment has a significant effect of weaken the mechanical performance of concrete.
聂良学1,许金余1, 2,刘远飞1,范建设3,王宏伟4. 硫酸盐环境下混凝土强度变化规律及微观结构分析[J]. 振动与冲击, 2016, 35(20): 203-208.
NIE Liang-xue1, XU Jin-yu1, 2, LIU Yuan-fei1, FAN Jian-she3,WANG Hong-wei4. Strength change laws and micro-structure analysis of concrete in sulfate environment. JOURNAL OF VIBRATION AND SHOCK, 2016, 35(20): 203-208.
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