Project detail

Diskrétní modely lomového porušení: adaptivní zjemňování diskretizace, hnací síla trhliny a napětí na hranici

Duration: 01.01.2015 — 31.12.2017

Funding resources

Czech Science Foundation - Postdoktorandské granty

- whole funder (2015-01-01 - 2017-12-31)

Mark

GJ15-19865Y

Default language

Czech

People responsible

Eliáš Jan, prof. Ing., Ph.D. - principal person responsible

Units

Institute of Structural Mechanics
- (2015-01-01 - not assigned)

Results

KADĚROVÁ, J.; ELIÁŠ, J.; VOŘECHOVSKÝ, M. The Influence of Autocorrelation Length of Random Strength in Stochastic Discrete Simulations. Engineering Mechanics 2015. Engineering Mechanics .... Praha, ČR: ITAM AS, 2015. p. 132-133. ISBN: 978-80-86246-42-0. ISSN: 1805-8248.
Detail

ELIÁŠ, J.; LE, J. Mitigation of mesh dependency in probabilistic finite element simulation of quasibrittle fracture. In Engineering Mechanics. Engineering Mechanics .... Online: 2017. p. 302-305. ISSN: 1805-8248.
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ELIÁŠ, J. Adaptive Remeshing Technique in Discere Models of Random Geometry. Engineering Mechanics 2015. Svratka, Česká republika: 2015. p. 58-59. ISBN: 978-80-86246-42-0.
Detail

ELIÁŠ, J. Volumetric contact law between convex polyhedral particles. In Modelování v mechanice 2015. Ostrava, Česká republika: 2015. p. 1-8. ISBN: 978-80-248-3756-7.
Detail

KVĚTOŇ, J.; ELIÁŠ, J. Simulation of fracture experiments on concrete using nonlocal damage model. In Modelování v mechanice 2015. Ostrava, Česká republika: 2015. p. 1-6. ISBN: 978-80-248-3756-7.
Detail

MALÍKOVÁ, L. Multi-parameter fracture criteria for estimation of crack propagation direction applied to a mixed-mode geometry. Engineering Fracture Mechanics, 2015, vol. 143, no. 2015, p. 32-46. ISSN: 0013-7944.
Detail

MALÍKOVÁ, L.; VESELÝ, V.; SEITL, S. Estimation of the crack propagation direction in a mixed-mode geometry via multi-parameter fracture criteria. Frattura ed Integrita Strutturale, 2015, vol. 9, no. 33, p. 25-32. ISSN: 1971-8993.
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VOŘECHOVSKÝ, M.; ELIÁŠ, J. Improved formulation of Audze–Eglajs criterion for space-filling designs. Vancouver, Canada: 2015. p. 1-8.
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KVĚTOŇ, J.; ELIÁŠ, J. Identification of Material Parameters for Nonlocal Model of Concrete Fracture. In Proceedings of the Fifteenth International Conference on Civil, Structural and Enviromental Engineering Computing, CivilComp 2015. Civil-Comp Proceedings. J. Kruis, Y. Tsompanakis, B.H.V. Topping, 2015. p. 1-11. ISBN: 978-1-905088-63-8. ISSN: 1759-3433.
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ELIÁŠ, J. Adaptive refinement technique for discrete static models of fracture. In Proceedings of Particle-based Methods IV – Fundamentals and Applications. 2015. p. 320-332. ISBN: 978-84-944244-7-2.
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ELIÁŠ, J. General sequentially linear method for saw-teeth constitutive relations. International Conference on Computational Modeling of Fracture and Failure (CFRAC 2015). Cachan, France: 2015. p. 1-2.
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ELIÁŠ, J.; KADĚROVÁ, J.; VOŘECHOVSKÝ, M. Interplay of probabilistic and deterministic internal lengths in simulations of concrete fracture. berkeley, california, USA: 2016. p. 1-10.
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ELIÁŠ, J.; LE, J. Investigation on Mesh Dependency of Stochastic Simulations of Quasibrittle Fracture. Berkeley, California, USA: 2016. p. 1-8.
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KVĚTOŇ, J.; ELIÁŠ, J. VLIV RYCHLOSTI ZATĚŽOVÁNÍ NA PORUŠENÍ BETONU: NUMERICKÁ STUDIE VYUŽÍVAJÍCÍ DISKRÉTNÍ MODEL. In Doktorandská konference k 95. výročí Kloknerova ústavu. Praha, Česká republika: 2016. s. 56-65. ISBN: 978-80-01-06006-3.
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MALÍKOVÁ, L.; VESELÝ, V.; SEITL, S. Crack propagation direction in a mixed mode geometry estimated via multi-parameter fracture criteria. INTERNATIONAL JOURNAL OF FATIGUE, 2016, vol. 2016, no. 89, p. 99-107. ISSN: 0142-1123.
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ELIÁŠ, J. Adaptive technique for discrete models of fracture. International Journal of Solids and Structures, 2016, vol. 2016, no. 100-101, p. 376-387. ISSN: 0020-7683.
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LE, J.; ELIÁŠ, J. A probabilistic crack band model for quasibrittle fracture. JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2016, vol. 83, no. 5, p. 1-7. ISSN: 0021-8936.
Detail

MALÍKOVÁ, L.; KLUSÁK, J.; KERŠNER, Z. Assessment of crack stability in a quasi-brittle particle composite. Space 2016. Košice, Slovenská republika: 2016. p. 1-2. ISBN: 978-80-553-2643-6.
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ELIÁŠ, J. Boundary Layer Effect on Behavior of Discrete Models. Materials, 2017, vol. 10, no. 2, p. 1-16. ISSN: 1996-1944.
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KVĚTOŇ, J.; ELIÁŠ, J. Simulations of Concrete Fracture at Various Strain Rates: Parametric Study. In Computational Structural Dynamics and Earthquake Engineering. 2. Rhodos, Řecko: National Technical University of Athens, 2017. p. 4847-4856. ISBN: 978-618-82844-1-8.
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SEITL, S.; MALÍKOVÁ, L.; SOBEK, J.; FRANTÍK, P.; LOPÉZ-CRESPO, P. Williams expansion-based approximation of the stress field in an Al 2024 body with a crack from optical measurements. Frattura ed Integrita Strutturale, 2017, vol. 11, no. 41, p. 323-331. ISSN: 1971-8993.
Detail

MALÍKOVÁ, L.; KLUSÁK, J.; KERŠNER, Z. Assessment of crack stability in a quasi-brittle particle composite. In Structural and Physical Aspect of Construction Engineering. Procedia Engineering. Elsevier, 2017. p. 49-53. ISSN: 1877-7058.
Detail

LE, J.; ELIÁŠ, J.; GORGOGIANNI, A.; VIEVERING, J.; KVĚTOŇ, J. Rate-Dependent Scaling of Dynamic Tensile Strength of Quasibrittle Structures. JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2018, vol. 85, no. 2, p. 021003-1 (021003-12 p.)ISSN: 0021-8936.
Detail

ELIÁŠ, J. Mechanical behavior of boundary layer in discrete models based on voronoi tessellation. In 5th International Conference on Particle-Based Methods - Fundamentals and Applications (PARTICLES). Spain: International Center for Numerical Methods in Engineering, 2017. p. 363-372. ISBN: 978-8-4946-9097-6.
Detail

KADĚROVÁ, J.; ELIÁŠ, J.; VOŘECHOVSKÝ, M. Influence of Autocorrelation Length in Random Lattice-Particle Model. International Conference on Computational Modeling of Fracture and Failure (CFRAC 2015). Cachan, France: Sciencesconf.org, 2015. p. 159-160.
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