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Anisotropy of skeleton structure of highly porous carbonized bamboo and yucca related to the pyrolysis temperature of the precursors

机译:高度多孔碳化竹丝兰的骨架结构各向异性与前体的热解温度相关

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摘要

In this work, anisotropic properties of skeleton of highly porous monolithic blocks of carbonized stems of bamboo and yucca are discussed in relation to temperature of pyrolysis ranging between 300 degrees C and 950 degrees C. Elastic moduli of skeleton, i.e. of continuous matrix of porous block were calculated using two models: the series model of two-component system and the Knudsen formula relating elastic modulus to bulk porosity. Two models of pore shape were assumed: cuboid and cylindrical. The experimental data of the physical properties previously presented: bulk porosity and dynamic elastic modulus were applied for calculations. The dependence of the skeleton elastic moduli on the temperature of pyrolysis exhibited wide minimum at temperatures similar to 300-400 degrees C. Sharp increase of skeleton stiffness found at temperature similar to 600 degrees C could be interpreted as the phase transition from disordered to ordered structure of pore wall.
机译:在这项工作中,讨论了高温和300到950摄氏度之间的热解温度,涉及到竹和丝兰碳化茎的高度多孔整体块的骨架各向异性。骨架的弹性模量,即多孔块的连续基质使用两种模型计算:两组分体系的级数模型和将弹性模量与体积孔隙率联系起来的克努森公式。假设有两种孔隙形状模型:长方体和圆柱体。先前给出的物理性能的实验数据:整体孔隙率和动态弹性模量用于计算。骨架弹性模量对热解温度的依赖性在类似于300-400摄氏度的温度下表现出极小的最小值。在类似于600摄氏度的温度下发现的骨架刚度的急剧增加可以解释为从无序结构到有序结构的相变的孔壁。

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