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اصطناع الجمل الثنائية MO-Fe2O3 حيث M= Ba,Zn بطريقة الترسيب المشترك ودراسة بنيتها وخواصها

835   0   0   0.0 ( 0 )
 Publication date 2017
  fields Chemistry
and research's language is العربية
 Created by Shamra Editor




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References used
Saleh. H. I, Reaction Mechanisms Of Strontium Ferrites Synthesis. J Chin Chem . Soc

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ZnCo2O4 spinel was successfully prepared via co-precipitation process starting from corresponding metal chlorides in aqueous solutions at pH=13. Different calcination temperatures (400-500- 600-700-800-1000oC) and different Zn:Co molar ratios (1:2 - 1:2.5) were applied in an effort to prepare this important spinel with perfect specifications starting from cheap, easy to handle inorganic precursors and using a simple process. This process was chosen for its simple requirements and the ability to modify the resulting spinel characteristics by adjusting different parameters easily like mixing temperature, time and speed and the drying conditions. The resulting samples were characterized using x-ray powder diffraction (XRPD), Fourier transform Infra-Red spectroscopy (FT-IR), Differential thermal analysis (DTA). The coloration, crystallinity size, formation and decomposition of the resulting ZnCo2O4 were found to depend on the calcination temperatures, Zn:Co molar ratio and stirring time. Results showed that ZnCo2O4 spinel was formed at relatively low temperatures. All the samples shared a cubic structure with Fd3m space group.
Zinc Chromate was synthesised by Co-precipitation method, The synthesised samples were characterized using X-ray powder diffraction technology (XRD). Set temperature synthesis at 250 ℃ .
Our research aims to prepare ZnFe2O4 system by CO-precipitation method in aqueous solution,starting from the raw materials, and then studying its structure and properties .After finishing the preparation period, we divided the precipitate in two parts , and then we added to one of them the hydrogen peroxide and then we dried every part alone, grind it and then we heated it at various temperatures for two hours .
This paper presents the results of analyzing 17 models with nonlinear static analysis. The models are 5, 10 and 15-story framewall structures with Re-entrant corners. The participations of frames to resist the shear force range between 25% and 60% .
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