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KRÁL, P. HRADIL, P. KALA, J.
Original Title
STUDIE ODEZVY NELINEÁRNÍCH MATERIÁLOVÝCH MODELŮ BETONU V ZÁVISLOSTI NA RYCHLOSTI DEFORMACE
English Title
Study of the Response of Nonlinear Concrete Material Models Depending on the Strain Rate
Type
conference paper
Language
Czech
Original Abstract
The subject of this contribution is the testing of the response of nonlinear material models of concrete depending on the strain rate during compressive and tensile loading at higher loading velocities than that of quasi-static loading. The behavior of nonlinear models of concrete depending on the strain rate is analyzed within numerical simulations of tests of mechanico-physical properties of concrete under uniaxial compression and tension carried out on cylinders. Results gained from numerical simulations during loading at higher velocities are compared with results gained from numerical simulations of the quasi-static loading.
English abstract
Keywords
Nonlinear material model of concrete, concrete cylinder, load-displacement diagram, strain rate effect, uniaxial compression and tension
Key words in English
Authors
KRÁL, P.; HRADIL, P.; KALA, J.
RIV year
2015
Released
10. 6. 2015
Location
Hustopeče, Česká republika
ISBN
978-80-905525-2-4
Book
23rd SVSFEM ANSYS Users' Group Meeting and Conference 2015
Pages from
87
Pages to
98
Pages count
12
BibTex
@inproceedings{BUT121943, author="Petr {Král} and Petr {Hradil} and Jiří {Kala}", title="STUDIE ODEZVY NELINEÁRNÍCH MATERIÁLOVÝCH MODELŮ BETONU V ZÁVISLOSTI NA RYCHLOSTI DEFORMACE", booktitle="23rd SVSFEM ANSYS Users' Group Meeting and Conference 2015", year="2015", pages="87--98", address="Hustopeče, Česká republika", isbn="978-80-905525-2-4" }