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Verification of nonlinear material models of concrete
Král, Petr ; Němec, Ivan (referee) ; Hradil, Petr (advisor)
Diploma thesis is focused on the description of the parameters of nonlinear material models of concrete, which are implemented in a computational system LS-DYNA, interacting with performance of nonlinear test calculations in system LS-DYNA on selected problems, which are formed mainly by simulations of tests of mechanical and physical properties of concrete in uniaxial compressive and tensile on cylinders with applying different boundary conditions and by simulation of bending slab, with subsequent comparison of some results of test calculations with results of the experiment. The thesis includes creation of appropriate geometric models of selected problems, meshing of these geometric models, description of parameters and application of nonlinear material models of concrete on selected problems, application of loads and boundary conditions on selected problems and performance of nonlinear calculations in a computational system LS-DYNA. Evaluation of results is made on the basis of stress-strain diagrams and load-displacement diagrams based on nonlinear calculations taking into account strain rate effects and on the basis of hysteresis curves based on nonlinear calculations in case of application of cyclic loading on selected problems. Verification of nonlinear material models of concrete is made on the basis of comparison of some results of test calculations with results obtained from the experiment.
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Analysis of the miniature test specimen results with variable geometries
Kašuba, Matúš ; Havlík, Petr (referee) ; Moravčík, Igor (advisor)
The aim of this bachelor thesis is to analyze and evaluate results of the tensile test carried out by using miniature test specimens, and compare these results with values of mechanical properties obtained by tensile testing of standardized test specimens. The tensile test itself is presented in the first part, along with its outputs including stress-strain diagrams and tensile characteristics. Further, issues of testing of miniature test specimens are described and theoretical effect of size of miniature test specimens on tensile test results is mentioned. The experimental part of this thesis deals with comparison and evaluation of conformity or difference of results obtained by tensile testing of standardized and miniature test specimens.
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Analysis of the miniature test specimen results with variable geometries
Kašuba, Matúš ; Havlík, Petr (referee) ; Moravčík, Igor (advisor)
The aim of this bachelor thesis is to analyze and evaluate results of the tensile test carried out by using miniature test specimens, and compare these results with values of mechanical properties obtained by tensile testing of standardized test specimens. The tensile test itself is presented in the first part, along with its outputs including stress-strain diagrams and tensile characteristics. Further, issues of testing of miniature test specimens are described and theoretical effect of size of miniature test specimens on tensile test results is mentioned. The experimental part of this thesis deals with comparison and evaluation of conformity or difference of results obtained by tensile testing of standardized and miniature test specimens.
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Verification of nonlinear material models of concrete
Král, Petr ; Němec, Ivan (referee) ; Hradil, Petr (advisor)
Diploma thesis is focused on the description of the parameters of nonlinear material models of concrete, which are implemented in a computational system LS-DYNA, interacting with performance of nonlinear test calculations in system LS-DYNA on selected problems, which are formed mainly by simulations of tests of mechanical and physical properties of concrete in uniaxial compressive and tensile on cylinders with applying different boundary conditions and by simulation of bending slab, with subsequent comparison of some results of test calculations with results of the experiment. The thesis includes creation of appropriate geometric models of selected problems, meshing of these geometric models, description of parameters and application of nonlinear material models of concrete on selected problems, application of loads and boundary conditions on selected problems and performance of nonlinear calculations in a computational system LS-DYNA. Evaluation of results is made on the basis of stress-strain diagrams and load-displacement diagrams based on nonlinear calculations taking into account strain rate effects and on the basis of hysteresis curves based on nonlinear calculations in case of application of cyclic loading on selected problems. Verification of nonlinear material models of concrete is made on the basis of comparison of some results of test calculations with results obtained from the experiment.
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