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Untitled
The Institute of Theoretical and Applied Mechanics
9
records found
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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 [...]
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2.
Original version of the author's contribution in proceedings, page 302, section FRA.:
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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 [...]
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3.
Original version of the author's contribution as presented on CD, paper (No. 092).:
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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 [...]
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4.
Original version of the author's contribution as presented on CD, paper No. 74.:
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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 [...]
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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 [...]
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6.
Original version of the author's contribution as presented on CD, , page 180. :
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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 [...]
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7.
Original version of the author's contribution as presented on CD, , page 27. :
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Explanation of difference between sequentially linear solvers in damage mechanics
Elias, J.
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8.
Original version of the author's contribution as presented on CD, , page 19. :
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Representation of crushing phenomenon in DEM model of railway ballast
Dubina, R.
;
Eliás, J.
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9.
Original version of the author's contribution as presented on book, page 131. :
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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 [...]
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See also: similar author names
8
Elias, J.
8
Eliás, J.
1
Eliáš, Jan
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