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Single particle mechanical characterization of ground switchgrass in air dry and wet states using a microextensometer
To understand the mechanical process of pelletization, it is critical to study the particle level interactions that cause particles to bind together and form a pellet. A micromechanical extensometer device, inspired by the MEMS technology, was developed and used to perform tensile experiments to ded...
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Published in: | Powder technology 2016-11, Vol.301, p.568-574 |
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Main Authors: | , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | To understand the mechanical process of pelletization, it is critical to study the particle level interactions that cause particles to bind together and form a pellet. A micromechanical extensometer device, inspired by the MEMS technology, was developed and used to perform tensile experiments to deduce the stress-strain response of single particles of ground biomass. The effect of moisture, which has a significant role in forming pellets, was examined based on the micromechanical characterization of moisture conditioned and unconditioned (control; air dried) switchgrass particles. Conditioned particles exhibited three phases sigmoidal shaped stress-strain response. The three phases include the first linear elastic zone, where the particle behaved linearly up to approximately 1.6% strain, the second linear elastic zone (strain ranging from 1.6 to 2.1%) with significantly increased elastic modulus (168.9–223.7%), and the third zone (strain beyond 2.1%), where elastic modulus declined sharply (down to 90.9% of the second zone). The modulus of elasticity up to 1.5% strain for unconditioned and conditioned switchgrass particles were 1.60±0.33GPa and 6.99±1.66GPa, respectively (p=0.00). The nominal fracture strength of unconditioned (6.2%, w.b.) and conditioned (17.5%, w.b.) switchgrass particles were determined as 35.77±14.99MPa and 130.42±87.56MPa, respectively (p=0.08). The nominal fracture strain of unconditioned and conditioned switchgrass particles were determined as 2.43±0.70% and 1.51±0.66%, respectively (p=0.06). Increase in the stiffness of switchgrass particles is contributed to the bundling of fibers promoted by the activation of binders due to increased moisture content.
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•Mechanical characterization of submillimeter scale single ground biomass particles•Significant effect of increased moisture in switchgrass particles on stiffness•Increased particle strength attributed to activated binder by raised moisture content |
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ISSN: | 0032-5910 1873-328X |
DOI: | 10.1016/j.powtec.2016.06.041 |