Tomasz Koziara
Durham University
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Featured researches published by Tomasz Koziara.
Granular Matter | 2015
Koushik Viswanathan; Anirban Mahato; Tejas G. Murthy; Tomasz Koziara; Srinivasan Chandrasekar
The kinematic flow pattern in slow deformation of a model dense granular medium is studied at high resolution using in situ imaging, coupled with particle tracking. The deformation configuration is indentation by a flat punch under macroscopic plane-strain conditions. Using a general analysis method, velocity gradients and deformation fields are obtained from the disordered grain arrangement, enabling flow characteristics to be quantified. The key observations are the formation of a stagnation zone, as in dilute granular flow past obstacles; occurrence of vortices in the flow immediately underneath the punch; and formation of distinct shear bands adjoining the stagnation zone. The transient and steady state stagnation zone geometry, as well as the strength of the vortices and strain rates in the shear bands, are obtained from the experimental data. All of these results are well-reproduced in exact-scale non-smooth contact dynamics simulations. Full 3D numerical particle positions from the simulations allow extraction of flow features that are extremely difficult to obtain from experiments. Three examples of these, namely material free surface evolution, deformation of a grain column below the punch and resolution of velocities inside the primary shear band, are highlighted. The variety of flow features observed in this model problem also illustrates the difficulty involved in formulating a complete micromechanical analytical description of the deformation.
international conference on parallel processing | 2017
Konstantinos Krestenitis; Tobias Weinzierl; Tomasz Koziara
Many particle simulations today rely on spherical or analytical particle shape descriptions. They find non-spherical, triangulated particle models computationally infeasible due to expensive collision detections. We propose a hybrid collision detection algorithm based upon an iterative solve of a minimisation problem that automatically falls back to a brute-force comparison-based algorithm variant if the problem is ill-posed. Such a hybrid can exploit the vector facilities of modern chips and it is well-prepared for the arising manycore era. Our approach pushes the boundary where non-analytical particle shapes and the aligning of more accurate first principle physics become manageable.
International Journal of Masonry Research and Innovation | 2016
Nenad Bićanić; Jean Francois Camenen; Nina Čeh; Tomasz Koziara
Pattern formation for a constrained one-dimensional assembly comprising a number of blocks undergoing external harmonic excitation of the basin boundary is investigated. The importance of the relationship between the excitation amplitude and the basin size which leads to repeatable response patterns of the single and multiple blocks is established, considering in addition the role of the energy dissipation due to inter block collisions and collisions with the moving boundary. Experimental results for the four- and eight-block assembly control problems, exposed to a range of amplitudes and frequencies, are included and compared with the two sets of computational simulation frameworks, the explicit discrete element method and the non-smooth contact dynamics. In the characterisation of the dynamic sensitivity response of the multiblock assemblies, several attributes and indices (kinetic energy index, block assembly mass centroid and mass inertia index, presented through time histories and phase planes) are extracted from both the experimental and computational simulation results and successfully compared.
5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering | 2015
Nina Čeh; Antonio Pellegrino; Jean-Francois Camenen; Nik Petrinic; Gordan Jelenić; Tomasz Koziara; Nenad Bićanić
Experimental and computational dynamic sensitivity study of Multi-Block Stacks subjected to Pulse Base Excitation is considered. Advanced non contact optical measuring technique based on the GOM Aramis and Pontos systems, as well as the corresponding processing software (displacement history of control sensor points, with a high resolution high speed cameras) have been applied to replace conventional displacement measuring systems and accelerometers. The Non Smooth Contact Dynamics (NSCD) time integration simulation framework SOLFEC http://code.google.com/p/solfec/ is adopted here for comparative NSCD analyses, including a sensitivity study on interface characteristics, as a validation process. Series of test experiments were conducted and recorded on a bespoke platform with and without lateral constraints in the Oxford Impact Engineering Laboratory and Rijeka University Structural Dynamics Laboratory for an extensive series of controlled pulse base excitation tests of multi block stacks configurations. Impact is generated by a pin-ball mechanism with spring and a wooden projectile, attached to an optical bench. For the NSCD simulations the base was subjected to a constant acceleration over a finite time, thereby facilitating the characterisation of multi block stacks tumbling modes of failures (global or partial), as a function of stop gap distance. Creation of well documented benchmarks for the validation of simulation paradigms for discontinuous media will be extremely valuable for researchers and code developers (non smooth contact dynamics, discrete elements, discontinuous deformation analysis), as well as for safety case engineers and industry regulators. N. Čeh, A. Pellegrino, J. F. Camenen, N. Petrinić, G. Jelenić, T. Koziara and N. Bićanić __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Archive | 2012
Tomasz Koziara; Nenad Bićanić
SOLFEC is a multibody contact/impact simulation code. Unlike most of the currently used explicit multibody codes, it does not use repulsive springs to prevent interpenetration. Instead, it exploits an implicit formulation of contact conditions, where physically plausible impact resolution follows from momentum balance and deformations of contacting bodies. As a result, stiff springs are eliminated and larger stable time steps are allowed. In this contribution, we outline the basic principles behind the computational approach employed in SOLFEC. We give examples relevant to dynamic analysis of AGR graphite cores, demonstrating that our approach can effectively deal with multibody structures composed of thousands of loosely keyed together bodies with tight geometrical features and small clearances. Multiple impacts, disengagement of interacting features, and fragmentation of bodies are all handled in our implementation. These aspects, as well as the parallel efficiency will also be exemplified. SOLFEC can be downloaded from: http://code.google.com/p/solfec/
22ème Congrès Français de Mécanique, 24 au 28 août 2015, Lyon, France (FR) | 2015
Jean-Francois Camenen; Nina Čeh; Goran Jelenić; Nenad Bićanić; Tomasz Koziara
(2016). Proceedings of the 24th Conference on Computational Mechanics (ACME-2016): 31 March - 01 April 2016, Cardiff University, Cardiff. Cardiff: Cardiff University, pp. 227-230 | 2016
Konstantinos Krestenitis; Tobias Weinzierl; Tomasz Koziara
Archive | 2015
Koushik Viswanathan; Anirban Mahato; Srinivasan Chandrasekar; Tejas G. Murthy; Tomasz Koziara
Gil, A. J. & Sevilla, R. (Eds.). (2015). Proceedings of the 23rd Conference on Computational Mechanics (ACME-UK 2015) : 8 - 10 April 2015, Swansea University, Swansea. Swansea: Swansea University, pp. 55-58 | 2015
Konstantinos Krestenitis; Tomasz Koziara
Tehnicki Vjesnik-technical Gazette | 2014
Elvis Žic; Nenad Bićanić; Tomasz Koziara; Nevenka Ožanić