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1.	Original version of the author's contribution as presented on CD, section: [RS30] Concrete structural members .: PDF SIMULATIONS OF CONCRETE FRACTURE AT VARIOUS STRAIN RATES: PARAMETRIC STUDY Květoň, Josef ; Eliáš, Jan The contribution presents numerical simulations of a recently published experimental series on concrete specimens. The numerical model mimics the meso-structure of the co [...] Detailed record - Similar records
2.	Original version of the author's contribution in proceedings, page 302, section FRA.: PDF MITIGATION OF MESH DEPENDENCY IN PROBABILISTIC FINITE ELEMENT SIMULATION OF QUASIBRITTLE FRACTURE Eliáš, J. ; Le J., -L. The contribution introduces probabilistic variant of the crack band model to mitigate mesh dependency issues in probabilistic finite element simulations of quasibrittle f [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, paper (No. 092).: PDF Lattice modeling of concrete fracture including the effect of material spatial randomness Eliáš, J. ; Vořechovský, M. The paper presents stochastic discrete simulations of concrete fracturing. The spatial material randomness of local material properties is introduced into a discrete latt [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 74.: PDF PERFORMANCE COMPARISON OF LOCALIZATION LIMITERS Květoň, J. ; Eliáš, J. It is well known, that simulation of crack propagation using the finite element method is dependent on mesh discretization. The contribution compares two approaches that [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 29.: PDF DEM SIMULATION OF BALLAST OEDOMETRIC TEST Eliáš, J. The granular nature of the railway ballast in connection with fast dynamic loading makes it an ideal application of the Discrete Element Method (DEM). The contribution em [...] Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, , page 180. : PDF SIMULATION OF FRACTURE PROCESS USING SPRING NETWORKS Eliáš, J. The paper deals with a fracture simulation of a concrete. A specimen volume is discretized using two diﬀerent types of spring networks - a truss lattice and a rigid-bod [...] Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, , page 27. : PDF Explanation of difference between sequentially linear solvers in damage mechanics Elias, J. Detailed record - Similar records
8.	Original version of the author's contribution as presented on CD, , page 19. : PDF Representation of crushing phenomenon in DEM model of railway ballast Dubina, R. ; Eliás, J. Detailed record - Similar records
9.	Original version of the author's contribution as presented on book, page 131. : PDF MODELING OF FATIGUE CRACK GROWTH IN CERAMICS UNDER COMPRESSIVE CYCLING Eliáš, J. ; Le, J.-L. This contribution presents a simple numerical model for crack growth under mode-I compressive fatigue loading. Residual tensile stress at the crack tip, which is responsi [...] Detailed record - Similar records

See also: similar author names
8	Eliás, J.
8	Eliáš, J.
1	Eliáš, Jan

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