Journal
CHEMIE INGENIEUR TECHNIK
Volume 87, Issue 5, Pages 549-558Publisher
WILEY-V C H VERLAG GMBH
DOI: 10.1002/cite.201400028
Keywords
Binder; Binding mechanism; Compression test; Material behavior; Moisture content
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A comprehensive analysis of the material behavior and the strength of (temporary binder) binderless and binder containing zeolithic molecular sieves in granular form is presented. The material behavior has been studied using single granule uniaxial compression tests until primary fracture. The received force-displacement curves have been approximated using the Hertz and the Tomas model, respectively. The rate independent micro-mechanical properties and specific fracture characteristics are presented.
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