Impact comminution of solids due to local kinetic energy of high shear strain rate: I. Continuum theory and turbulence analogy

The modeling of high velocity impact into brittle or quasibrittle solids is hampered by the unavailability of a constitutive model capturing the effects of material comminution into very fine particles. The present objective is to develop such a model, usable in finite element programs. The comminution at very high strain rates can dissipate a large portion of the kinetic energy Of an impacting missile. The spatial derivative of the energy dissipated by comminution gives a force resisting the penetration, which is superposed on the nodal forces obtained from the static constitutive model in a finite element program. The present theory is inspired partly by Grady's model for expansive comminution due to explosion inside a hollow sphere, and partly by analogy with turbulence. In high velocity turbulent flow, the energy dissipation rate gets enhanced by the formation of micro-vortices (eddies) which dissipate energy by viscous shear stress. Similarly, here it is assumed that the energy dissipation at fast deformation of a confined solid gets enhanced by the release of kinetic energy of the motion associated with a high-rate shear strain of forming particles. For simplicity, the shape of these particles in the plane of maximum shear rate is considered to be regular hexagons. The particle sizes are assumed to be distributed according to the Schuhmann power law. The condition that the rate of release of the local kinetic energy must be equal to the interface fracture energy yields a relation between the particle size, the shear strain rate, the fracture energy and the mass density. As one experimental justification, the present theory agrees with Grady's empirical observation that, in impact events, the average particle size is proportional to the (-2/3) power of the shear strain rate. The main characteristic of the comminution process is a dimensionless number B-a (Eq. (37)) representing the ratio of the local kinetic energy of shear strain rate to the maximum possible strain energy that can be stored in the same volume of material. It is shown that the kinetic energy release is proportional to the (2/3)-power of the shear strain rate, and that the dynamic comminution creates an apparent material viscosity inversely proportional to the (1/3)-power of that rate. After comminution, the interface fracture energy takes the role of interface friction, and it is pointed out that if the friction depends on the slip rate the aforementioned exponents would change. The effect of dynamic comminution can simply be taken into account by introducing the apparent viscosity into the material constitutive model, which is what is implemented in the paper that follows. (C) 2013 Elsevier Ltd. All rights reserved.

[1]  Ivica Kozar,et al.  Some aspects of load-rate sensitivity in visco-elastic microplane material model , 2010 .

[2]  G. Cusatis,et al.  Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. I: Theory , 2011 .

[3]  Vikram Deshpande,et al.  Inelastic deformation and energy dissipation in ceramics: A mechanism-based constitutive model , 2008 .

[4]  David L. McDowell,et al.  Polycrystal constraint and grain subdivision , 1998 .

[5]  Dennis E. Grady,et al.  Local inertial effects in dynamic fragmentation , 1982 .

[7]  Ferhun C. Caner,et al.  Microplane Model M7 for Plain Concrete. II: Calibration and Verification , 2013 .

[8]  M. Meyers,et al.  High-strain-rate deformation and comminution of silicon carbide , 1998 .

[9]  Joško Ožbolt,et al.  Dynamic fracture of concrete – compact tension specimen , 2011 .

[10]  Z. Bažant,et al.  MICROPLANE MODEL M 4 FOR CONCRETE . II : ALGORITHM AND CALIBRATION By , 2000 .

[11]  K. Krausz,et al.  Fracture Kinetics of Crack Growth , 1988 .

[12]  Ferhun C. Caner,et al.  Microplane Model M4 for Concrete. I: Formulation with Work-Conjugate Deviatoric Stress , 2000 .

[13]  A theory of the densification-induced fragmentation in glasses and ceramics under dynamic compression , 2002 .

[14]  Dennis E. Grady,et al.  Length scales and size distributions in dynamic fragmentation , 2010 .

[15]  Ferhun C. Caner,et al.  Fracturing Rate Effect and Creep in Microplane Model for Dynamics , 2000 .

[16]  Zdeněk P. Bažant,et al.  What did and did not cause collapse of World Trade Center twin towers in New York , 2008 .

[17]  M. Ortiz,et al.  Computational modelling of impact damage in brittle materials , 1996 .

[18]  D. Grady,et al.  Experimental measurement of dynamic failure and fragmentation properties of metals , 1993 .

[19]  D. Grady,et al.  Strain-rate dependent fracture initiation , 1980 .

[20]  Pere C. Prat,et al.  Microplane Model for Brittle-Plastic Material: I. Theory , 1988 .

[21]  Bernard Budiansky,et al.  A Mathematical Theory of Plasticity Based on the Concept of Slip , 1949 .

[22]  A. Kobayashi,et al.  Strain-rate sensitivity of concrete mechanical properties , 1992 .

[23]  Z. Bažant,et al.  Impact comminution of solids due to local kinetic energy of high shear strain rate: II-Microplane model and verification , 2014 .

[24]  Hans W. Reinhardt,et al.  Tensile fracture of concrete at high loading rates taking account of inertia and crack velocity effects , 1991 .

[26]  Demetrios M. Cotsovos,et al.  Numerical investigation of concrete subjected to compressive impact loading. Part 1: A fundamental explanation for the apparent strength gain at high loading rates , 2008 .

[27]  G. Cusatis,et al.  Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. II: Calibration and validation , 2011 .

[28]  Z. Bažant,et al.  Comminution of solids caused by kinetic energy of high shear strain rate, with implications for impact, shock, and shale fracturing , 2013, Proceedings of the National Academy of Sciences.

[29]  Huajian Gao,et al.  Crack nucleation and growth as strain localization in a virtual-bond continuum , 1998 .

[30]  M. Jirásek,et al.  Particle Model for Quasibrittle Fracture and Application to Sea Ice , 1995 .

[31]  Zdeněk P. Bažant,et al.  Cohesive Crack with Rate-Dependent Opening and Viscoelasticity: I. Mathematical Model and Scaling , 1997 .

[32]  Vikram Deshpande,et al.  The Dynamic Strength of a Representative Double Layer Prismatic Core: A Combined Experimental, Numerical, and Analytical Assessment , 2010 .

[33]  M. E. Kipp,et al.  THE MICROMECHANICS OF IMPACT FRACTURE OF ROCK , 1979 .

[34]  Gianluca Cusatis,et al.  Confinement-Shear Lattice Model for Concrete Damage in Tension and Compression: I. Theory , 2002 .

[35]  G. P. Tilly,et al.  The interaction of particle and material behaviour in erosion processes , 1970 .

[36]  Zdenek P. Bazant,et al.  MICROPLANE MODEL FOR STRAIN-CONTROLLED INELASTIC BEHAVIOUR. , 1984 .

[37]  Béla Beke Principles of comminution , 1964 .

[38]  Ferhun C. Caner,et al.  MICROPLANE MODEL M4 FOR CONCRETE: II. ALGORITHM AND CALIBRATION , 2000 .

[39]  N. Mott,et al.  Fragmentation of shell cases , 1947, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[40]  K. W. Neale,et al.  Dynamic fracture mechanics , 1991 .

[41]  J. Cargile,et al.  Development of a Constitutive Model for Numerical Simulation of Projectile Penetration into Brittle Geomaterials , 1999 .

[42]  Gianluca Cusatis,et al.  CONFINEMENT-SHEAR LATTICE MODEL FOR CONCRETE DAMAGE IN TENSION AND COMPRESSION: II. COMPUTATION AND VALIDATION , 2003 .

[43]  Horacio Dante Espinosa,et al.  Modelling of failure mode transition in ballistic penetration with a continuum model describing microcracking and flow of pulverized media , 2002 .

[44]  V. Voller A Note on Energy-Size Reduction Relationships in Comminution , 1983 .

[45]  M. Berra,et al.  Strain-rate effect on the tensile behaviour of concrete at different relative humidity levels , 2001 .

[46]  J. Lumley,et al.  A First Course in Turbulence , 1972 .

[47]  Dennis E. Grady,et al.  Particle size statistics in dynamic fragmentation , 1990 .

[48]  Ferhun C. Caner,et al.  Microplane model M7f for fiber reinforced concrete , 2013 .

[49]  G. Gary,et al.  A testing technique for concrete under confinement at high rates of strain , 2008 .

[50]  A. Evans,et al.  The Influence of Material Properties and Confinement on the Dynamic Penetration of Alumina by Hard Spheres , 2009 .

[51]  Huajian Gao,et al.  Numerical simulation of crack growth in an isotropic solid with randomized internal cohesive bonds , 1998 .

[52]  Zdeněk P. Bažant,et al.  Mathematical modeling of creep and shrinkage of concrete , 1988 .

[53]  Gilles Pijaudier-Cabot,et al.  Coupled damage and plasticity modelling in transient dynamic analysis of concrete , 2002 .

[54]  Byung H. Oh,et al.  Microplane Model for Progressive Fracture of Concrete and Rock , 1985 .

[55]  Finn Ouchterlony,et al.  The Swebrec© function: linking fragmentation by blasting and crushing , 2005 .

[56]  Z. Bažant,et al.  Nonlocal Smeared Cracking Model for Concrete Fracture , 1988 .

[57]  J. Rice Inelastic constitutive relations for solids: An internal-variable theory and its application to metal plasticity , 1971 .

[58]  Zdenek P. Bazant,et al.  Microplane model for cyclic triaxial behavior of concrete , 1992 .

[59]  Surendra P. Shah,et al.  Stress-Strain Results of Concrete from CircumferentialStrain Feedback Control Testing , 1995 .

[60]  Ferhun C. Caner,et al.  Microplane model M7 for plain concrete. I: Formulation , 2013 .

[61]  D. E. Grady,et al.  Shock-wave compression of brittle solids , 1998 .

[62]  Zdeněk P. Bažant,et al.  Cohesive Crack Model with Rate-Dependent Opening and Viscoelasticity: II. Numerical Algorithm, Behavior and Size Effect , 1997 .

[63]  J. Simms,et al.  Demonstration of UXO-PenDepth for the Estimation of Projectile Penetration Depth , 2010 .