Dielectric and ferroelectric properties of 1-3 barium titanate–Portland cement composites

2011 ◽  
Vol 11 (3) ◽  
pp. S48-S51 ◽  
Author(s):  
R. Rianyoi ◽  
R. Potong ◽  
N. Jaitanong ◽  
R. Yimnirun ◽  
A. Ngamjarurojana ◽  
...  
2013 ◽  
Vol 452 (1) ◽  
pp. 76-83 ◽  
Author(s):  
Rattiyakorn Rianyoi ◽  
Ruamporn Potong ◽  
Athipong Ngamjarurojana ◽  
Rattikorn Yimnirun ◽  
Ruyan Guo ◽  
...  

2013 ◽  
Vol 148 (1) ◽  
pp. 138-144 ◽  
Author(s):  
Rattiyakorn Rianyoi ◽  
Ruamporn Potong ◽  
Rattikorn Yimnirun ◽  
Ruyan Guo ◽  
Amar S. Bhalla ◽  
...  

2011 ◽  
Vol 484 ◽  
pp. 222-225 ◽  
Author(s):  
Rattiyakorn Rianyoi ◽  
R. Potong ◽  
Nittaya Jaitanong ◽  
Arnon Chaipanich

The objective of this study was to find out the influence of curing age on microstructure in barium titanate – Portland cement composites. Barium titanate, BaTiO3 (BT) particles was mixed with Portland Cement (PC) and BT content of 50% by volume to produce the composites. All composites were cured in chamber of 60oC and 98% relative humidity for 1, 2, 3, and 7 days. Thereafter, scanning electron microscope (SEM) was used to examine the interfacial zone between cement and BT ceramics. SEM observation indicated that the BT-PC composite cured for 7 days clearly showed calcium silicate hydrate gel (an essential hydration product of Portland cement) surrounding the BT particles and has lower porosity. In BT-PC composite cured for 1 day, the gel can be seen but of less quantity and has higher porosity which clearly affected the interfacial zone.


2009 ◽  
Vol 1242 ◽  
Author(s):  
Rivas-Vázquez L.P. ◽  
Suárez-Orduña R. ◽  
Valera-Zaragoza M. ◽  
Máas-Díaz A. De la L. ◽  
Ramírez-Vargas E.

ABSTRACTThe effects of waste polyethylene aggregate as admixture agent in Portland cement at different addition polyethylene/cement ratios from 0.0156 to 0.3903 were investigated. The reinforced samples were prepared according the ASTM C 150 Standard (samples of 5 × 5 × 5 cm). The reinforcing fibers were milling at a size of 1/25 in diameter, form waste and used them to evaluate the effects in mechanical properties in cement-based composites. The evaluation of polyethylene as additive was based on results of density and compression tests. The 28-day compressive strength of cement reforced with plastic waste at a replacement polyethylene/cement ratio of 0.0468 was 23.5 MPa compared to the control concrete (7.5 MPa). The density of cement replaced with polyethylene varies from 2.114 (0% polyethylene) to 1.83 g/cm3 by the influence of polyethylene.


2021 ◽  
Vol 305 ◽  
pp. 124815
Author(s):  
Wei Liu ◽  
Lehui Zhang ◽  
Yu Cao ◽  
Jianhong Wang ◽  
Peikang Bai ◽  
...  

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