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Dear clients,
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Mechanical testing of a model baked anode material with PFC A baked anode is a complex material, that results from the mixing and baking of different petrol coke grains, with different size distributions, with a pitch. A preliminary study (ICSAS16-CST-MFG-35143-01) developed a PFC2D model accounting for the microstructure of a baked anode, using the Bonded Particle Model (BPM). The new goals are to: 1) improve the geometrical description of the baked anode material, and 2) setup procedures simplifying the application of a mechanical load on the model material, and comparing its mechanical response with experimental data.
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Itasca Consultants S.A.S. had to improve the previously developed PFC2D environment by integrating more realistic size distributions of the grains, pore content, and binder distribution, as well as “open porosity”. Implement shape factor measurements (aspect ratio, sphericity, roundness, convexity, compactness) on the reconstructed particles and compare results with real structure. Calibrate intact BPM matrix then setup an axial loading test of a disk-shaped specimen with a pre-engineered notch (see figure). Characterize the repeatability of the measurements and the influence of specimen size. Study the influence of a notch, of the Young modulus, and of the binder strength. |
Post-peak failure patterns |
A parameterized environment is available, that simulates the mechanical loading of a disk-shaped specimen with a preengineered notch. The geometrical description of the material now includes ”real” grain size distributions, new volume fractions for grains and pores, and “open porosity”. Use of this model confirms that the elastic slope, crack pattern and peak force are highly dependant on the geometrical repartition and on the distribution of voids and pores, while the specimen size has a strong influence on the linear slope and on the peak force. A Constitutive Model describing the Material Behavior of Salt Dumps ITASCA Consultants GmbH has developed a constitutive model describing the stress-strain and creep behavior of salt dumps in FLAC3D and FLAC. Three different processes dominate the real material behavior. The first process is compaction and decreasing pore space due to the weight of the crushed salt. The second process is creep behavior because the principal material of the dump is residual salt. With higher compaction, strength parameter increases. This means that as third process shear- and tension-failure may occur. The ITASCAsaltdump model was developed based on CWIPP and Strain-Hardening/Softening Model. The basic functionality was investigated by simulation of creep and compaction-tests. The figure shows the compaction ratio of a salt dump after 8 years and third filling. The compaction ratio increases to one with the age of the filling and the extent of the overburden. Also this ratio is affected by local failure. Compaction ratio after 8 years |
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Discover new examples of applications :
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Current Updates:
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Itasca will host introductory training courses in Europe:
Please visit www.itascacg.com/training for full details. For users who envisage the need for substantial amounts of assistance, consulting support or customized training course are available. |
Itasca and/or representatives will be attending the following conferences:
Conference |
Date |
Place |
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BCRRA 2017 | June 28-30, 2017 | Athens, Greece |
Powders & Grains 2017 | July 3-7, 2017 | Montpellier, France |
DGGT Fachsektionstage | September 6-8, 2017 | Würsburg, Germany |
10th International Symposium on the Conservation of Monuments in the Mediterranean Basin (MONUBASIN) | September 20-22, 2017 | Athens, Greece |
Workshop "Numerische Methoden in der Geotechnik" | September 27-28, 2017 | Hamburg-Harburg, Germany |
3rd Nordic Rock Mechanics Symposium, NRMS 2017 | October 11-12, 2017 | Helsinki, Finland |
SNAME | October 11-12, 2017 | Athens, Greece |
3rd International Soil-Structure Interaction Symposium | October 18-20, 2017 | Izmir, Turkey |
Congress International AFTES Paris 2017 "The value is underground" | November 13-16, 2017 | Paris, France |
7th Geotechnical Symposium | November 22-24, 2017 | Istanbul, Turkey |
Slope Stability 2018 |
April 11-13, 2018 | Seville, Spain |
Eathquake Thessaloniki Engineering | June 18-21, 2018 | Thessaloniki, Greece |
Akinshin, I.; Missal, C.; te Kamp, L.: Simulation of Pressure and Time-Dependent Behavior of Backfill Material in Numerical Calculations – Simulation des druck- und zeitabhängigen Verhaltens von Versatzmaterial bei numerischen Berechnungen. In: Mining Report – Glückauf, Volume 153, Issue 2, p. 166-172. Bergbau-Verwaltungsgesllschaft mbH, Herne, 2017.
Changping, Y., J. Sjöberg & D. Johansson - (2017) "Numerical modelling for blast-induced fragmentation in sublevel caving mines". Tunnelling and Underground Space Technology, 68, September 2017, pp. 167–173, Paper available on-line
Umar, S.B., J. Sjöberg & T. Savilahti - (2017) "Modelling of caving and deformation mechanisms of the hangingwall of the Printzsköld oreboby at Malmberget mine." The Journal of the Southern African Institute of Mining and Metallurgy, Volume 117, April 2017, pp. 351–360, Paper available on-line
Sjöberg, J., F. Perman, D. Lope Álvarez, B-M. Stöckel, K. Mäkitaavola, E. Storvall & T. Lavoie – (2017) "Deep sublevel cave mining and surface influence" In: Deep Mining 2017 (Perth, March 28-30, 2017). Paper available on-line
Vatcher, J., S. D. McKinnon & J. Sjöberg – (2017) "Geomechanical characteristics inferred from mine-scale rock mass behaviour" In: Deep Mining 2017 (Perth, March 28-30, 2017) Paper available on-line
Lindfors, U., D. Lope Álvarez, F. Perman, F. Johansson and B. Stille (2017) "Spänningsmodellering av storskaliga strukturer i Stockholmsområdet, in: Bergmekanikdag 2017 – Föredrag (Stockholm, March 13, 2017), pp. 81–91, Stockholm: Stiftelsen Bergteknisk Forskning — BeFo (in Swedish), 2017 (in Swedish).
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