Chapter
Jul 14, 2014
Comminution of Solids Due to Kinetic Energy of High Shear Strain Rate:Implications for Shock and Shale Fracturing
Authors: Zdene˘k P. Bažant [email protected] and Ferhun C. Caner [email protected]Author Affiliations
Publication: Shale Energy Engineering 2014: Technical Challenges, Environmental Issues, and Public Policy
Abstract
This paper outlines the basic idea of a macroscopic model on the dynamic comminution or fragmentation of rocks, concrete, metals, and ceramics. The essential idea is that the driving force of comminution under high-rate shear and compression with shear is the release of the local kinetic energy of shear strain rate. The density of this energy at strain rates >1,000/s is found to exceed the maximum possible strain energy density by orders of magnitude, making the strain energy irrelevant. It is shown that particle size is proportional to the -2/3 power of the shear strain rate and the 2/3 power of the interface fracture energy or interface shear stress, and that the comminution process is macroscopically equivalent to an apparent shear viscosity that is proportional (at constant interface friction) to the -1/3 power of this rate. A dimensionless indicator of the comminution intensity is formulated. The theory was inspired by noting that the local kinetic energy of shear strain rate plays a role analogous to the local kinetic energy of eddies in turbulent flow.
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© 2014 American Society of Civil Engineers.
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Published online: Jul 14, 2014
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Hon.M.ASCE
Distinguished McCormick Institute Professor and W. P. Murphy Professor, Civil Engineering, Mechanical Engineering, and Materials Science, Northwestern Univ., Evanston, IL 60208, USA. E-mail: [email protected]
Associate Professor, Institute of Energy Technologies, School of Industrial Engineering, Univ. Politecnica de Catalunya, Campus Sud, 08028 Barcelona, Spain. E-mail: [email protected]
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