期刊
CHEMICAL ENGINEERING SCIENCE
卷 126, 期 -, 页码 204-215出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.ces.2014.12.031
关键词
Compression; Binder content; Material behavior; Moisture content; Binding mechanism; Fracture
Processing additives such as binders employed in granulation processes, often alter the mechanical properties of granules, significantly stiffening or softening them. However, on exposure to moisture, the effect of the inherent binders, are significantly altered due to their interaction with water. We present a comprehensive analysis of the material behavior and the strength of binderless and binder containing zeolithic molecular sieves in granular form. The material behavior has been studied using single granule uniaxial compression tests until primary fracture at a constant loading velocity of v(B)=0.02 mm/s. The received force-displacement curves have been approximated using the Hertz model and the Tomas model for the non-linear elastic and the nonlinear elastic-plastic regimes respectively. The rate independent micro-mechanical properties and specific fracture characteristics are presented. The binder containing granules have a structure where the primary particles are embedded in a binder matrix in contrast, the binderless granules are composed of primary particles mutually conjoined with each other. The strength of all products in the dry state are similar, however, on exposure to moisture, the strength of all granules slightly decreases. (C) 2014 Elsevier Ltd. All rights reserved.
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