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Research on Decalcification Degradation Process of Cement Stone
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作者 余海燕 YANG Jiujun RONG Hui 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2015年第2期369-374,共6页
An accelerated laboratory method(saturated ammonium nitrate solution immersion method) was used to analyze the degradation of cement decalcification process. By studying the changes of intensity, volume, elastic mod... An accelerated laboratory method(saturated ammonium nitrate solution immersion method) was used to analyze the degradation of cement decalcification process. By studying the changes of intensity, volume, elastic modulus, quality, p H value, the Ca/Si, and mineral phase, it could be found that the first cement decalcification degradation process was the decalcification of calcium hydroxide, and then CSH gel, AFm, etc. The secondary ettringite deposition happened and the decalcification degradation depth was proportional to the square root of time. Moreover, the corresponding strength of cement would be gradually reduced, cement rock volume shrinkage occurred, p H values decreased, the surface elastic modulus decreased down to a certain level, and slightly changed and the Ca/Si was 3.1 from the beginning and lasted down to 1.3. 展开更多
关键词 accelerated test decalcification Ca/Si ratio degradation process
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Experimental study of structural damage identification based on modal parameters and decay ratio of acceleration signals 被引量:3
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作者 Zhigen WU Guohua LIU Zihua ZHANG 《Frontiers of Structural and Civil Engineering》 SCIE EI 2011年第1期112-120,共9页
A novel damage assessment method based on the decay ratio of acceleration signals(DRAS)was proposed.Two experimental tests were used to show the efficiency.Three beams were gradually damaged,and then the changes of dy... A novel damage assessment method based on the decay ratio of acceleration signals(DRAS)was proposed.Two experimental tests were used to show the efficiency.Three beams were gradually damaged,and then the changes of dynamic parameters were monitored from initial to failure state.In addition,a new method was compared with the linear modal-based damage assessment using wavelet transform(WT).The results clearly show that DRAS increases in linear elasticity state and microcrack propagation state,while DRAS decreases in macrocrack propagation state.Preliminary analysis was developed considering the beat phenomenon in the nonlinear state to explain the turn point of DRAS.With better sensibility of damage than modal parameters,probably DRAS is a promising damage indicator in damage assessment. 展开更多
关键词 damage assessment decay ratio of acceleration signals(DRAS) wavelet transform(WT) modal analysis reinforced concrete beam beat phenomenon
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