排序方式: 共有91条查询结果,搜索用时 515 毫秒
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采用新的合成方法制备了一类新的化合物LaSr2-xCaxV3O9±y, X射线粉末衍射分析证实它们是单一化合物。利用计算机及自编软件对其进行了指标化并计算了它们的晶胞常数。结构数据表明, 随钙含量的增加, LaSr2-xCaxV3O9±y发生了从立方到正交到立方的相转变。热重和光电子能谱表明, 新化合物中的钒是以V^3^+和V^4^+的低价态形式存在, 它们具有较低的电阻率。 相似文献
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Shi-jun Zheng Qun Xu Shao-kui Cao 《高分子科学》2007,(2):171-179
The novel shish-kebab-type liquid crystalline cross-conjugated (p-phenylene)s-poly(p-phenylenevinylene)s hybrid was synthesized through Gilch polymerization. Their structures and properties were characterized by NMR, GPC, DSC, X-ray diffraction and polarizing optical microscope (POM). ^1H-NMR investigation of the polymers indicates that the shish-kebab-structure has a strong ability to suppress the structural defects in the polymers. The polymers are enantiotropic liquid crystals. The melting point (Tm) of the polymers decreases when the length of the alkoxy tails of the mesogenic units increases. The mesophase was identified by X-ray diffraction method. They showed not only a smectic LC phase, but also a strong green fluorescence in chloroform. The maximum absorption band of the "kebabs" of the two, 5-bis(4'- alkoxyphenyl)benzene at 280 nm did not appear in absorption spectra of the polymers. The same phenomena were also observed in the fluorescence spectra. These results imply that the polymers have formed a cross-conjugated uniform structure and achieved an extended n-conjugation polymer. 相似文献
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由天花粉蛋白的水和重水溶液的激光拉曼光谱,测得酰胺III谱带1240cm[-1]和酰胺I谱带1632,1660cm[-1]对CH2弯曲模式1448cm[-1]的强度比值,按Lippert等建立的方程组作定量计算,求得天花粉蛋白的二级结构含量为α-螺旋43.5%,β-折叠31.3%和无序25.2%,它们与4A分辨率天花粉蛋白单晶X射线衍射法的结果相一致,同时,研究了上述溶液的冻干粉状固体的二级结构,经过冻干,使其中约10%的β-折叠转变成无序构象,而α-螺旋含量无明显变化,在水溶液中,由测得的I850/I830比值计算,天花粉蛋白中的酪氨酸残基约有805呈"暴露式"。 相似文献
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《Composite Interfaces》2013,20(1):47-66
This study investigated the effectiveness of external strengthening technique. The experimental variables were the strengthening material and overlay materials using polymer mixtures. Beams considered in this study are the ones strengthened either with external steel plate or carbon fiber sheet (CFS) bonded to the overlay soffit or with reinforcing rebars in the overlay. An analytical method based on the nonlinear layered finite element method is used to simulate the load–deflection behavior of strengthened beam. The theoretically obtained load–deflection relationships and strains of the strengthened beams are compared to the corresponding experimental values. Efficiencies of the repairing techniques are evaluated by comparing the approximate measures on the cumulative slips. Parametric studies are then obtained using the developed model to investigate the effects of design variables on the overall flexural behavior of the strengthened beam. Simply supported beams under monotonically increasing symmetrical loads are considered exclusively. 相似文献
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