Modes of dynamic shear failure in solids

By J. F. Kalthoff. 2000

284 citations recorded by the source corpus.

Subfields: Aerospace Engineering, Civil and Structural Engineering, Materials Chemistry

View Paper: https://www.semanticscholar.org/paper/268ac5dbaf0e8d4be0a83e5f23f7d1a8ab7c461f

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Citations in the corpus

Cracking node method for dynamic fracture with finite elements (2009, unknown): “We assumed that the projectile has the same elastic impedance as the specimen; hence, we applied one half of the projectile speed, 16.5m/s [48, 49 ].”
An explicit dynamics extended finite element method. Part 2: Element-by-element stable-explicit/explicit dynamic scheme (2009, methodology): “This example deals with the numerical simulation of Kalthoff’s experiment of the failure mode transition under pure mode II loading [26].”
A non-ordinary state-based peridynamics formulation for thermoplastic fracture (2016, methodology): “Numerical results We validate our NOSB-PD formulation of thermoplasticity by two benchmark examples: 1) The Taylorbar impact test [51] made of Oxygen-Free High-thermal Conductivity (OFHC) Copper specimen and 2) the Kalthoff-Winkler test [52, 53, 54] made of steel.”
Numerical simulation of dynamic fracture using finite elements with embedded discontinuities (2009, methodology): “This single-notched configuration was also considered in Mason et al. (1994) as a variation of the double-notched plates tested in Kalthoff (1988, 2000) and Kalthoff and Winkler (1987).”
Material point method with enriched shape function for crack problems (2017, methodology): “Kalthoff’s experiment In this section we numerically study the Kalthoff’s experiment [55,56], which has been widely used for benchmarking the accuracy of crack propagation path.”
Phase field modeling of quasi-static and dynamic crack propagation: COMSOL implementation and case studies (2018, methodology): “6 2D dynamic shear loading of Kalthoff experiment We next test our method for dynamic fracture by taking advantage of the Kalthoff-Winkler experiments [52] which has been studied by several other researchers [14, 53–59].”
A simplified mesh‐free method for shear bands with cohesive surfaces (2007, methodology): “This behavior and the curvature of the shear bands correspond well to that observed by Kalthoff and Winkler [44] and Kalthoff [45].”
A phase-field description of dynamic brittle fracture (2012, methodology): “The model is based on experimental results reported by Kalthoff and Winkler (1987) and Kalthoff (2000).”
A comparative study on finite element methods for dynamic fracture (2008, background): “5 m/s to the left edge as an initial condition (see, [32,33]).”
An open-source Abaqus implementation of the phase-field method to study the effect of plasticity on the instantaneous fracture toughness in dynamic crack propagation (2020, background): “Since then, considerable experimental [2–5] and theoretical studies [6–9] were dedicated to understanding the underlying physics and mechanics.”