Přístupnostní navigace
E-application
Search Search Close
Branch Details
FASTAbbreviation: KDSAcad. year: 2013/2014
Programme: Civil Engineering
Length of Study: 4 years
Accredited from: 25.7.2007Accredited until: 31.12.2020
Guarantor
prof. Ing. Marcela Karmazínová, CSc.
Issued topics of Doctoral Study Program
Majority of structural materials can be categorized, from the material failure point of view, as quasi-brittle or ductile. They are characteristic by formation and propagation of sizeable nonlinear zone in front of the tip of a defect that causes violation of their integrity. Capturing the nonlinear zone influence is the key to significant improvement in accuracy of the failure description. Nonlinear zone characterization will be conducted via advanced experiments (AE, X-ray) and simulations.
Supervisor: Veselý Václav, doc. Ing., Ph.D.
Pre-stressed reinforced concrete railway sleepers are among the most massively produced and used structural members. Their failure under different loadings concerning both boundary conditions (laboratory tests under three-point bending - quality-controlling tests, when placed in the railway superstructure) and type of the loading (static, dynamics, fatigue). Attention will be paid to detailed modelling of failure in selected parts of the sleeper. The work will contain also related experiments.
Development of simulation and appximation methods for numerical analyses of problems featuring random variables. The bottom line is the development of advanced Monte Carlo strategies.
Supervisor: Vořechovský Miroslav, prof. Ing., Ph.D.
Development and application of optimization tools for concrete structures including reliability-based optimization.
Supervisor: Novák Drahomír, prof. Ing., DrSc.
Computational modelling of size effect of concrete elements, both deterministic and statistical ones.
Random variability of input parameters in computational models at the level of both random variables and random fields.
This very general topic covers both analytical and computational mechanics of materials and structures where damage is developed in the sense of fracture mechanics and where such processes are influenced or driven by a random spatial fluctuation of material parameters.
Strips, fabrics; contact of glued joints; strengthening in shear/flexure; NSMR (near surface mounted reinforcement), prestressed and non-prestressed variant; strengthening by external prestressing; strengthening of compressive stressed members using wrapping.
Supervisor: Štěpánek Petr, prof. RNDr. Ing., CSc., dr. h. c.
Dissertation is focused on the analysis of fatigue behavior of cement composite. The problem will be solved by using the experimentally observed fatigue properties of the composite that will be used as input parameters for statistical description of their fatigue behaviour
Supervisor: Seitl Stanislav, prof. Ing., Ph.D.
Numerical and experimental research of composites
Automatic data collection of pavement surface characteristics (uneveness, macrotexture, frictiom coefficient, steps between cement concrete slab, pavement failures etc.), georadar and Falling Weight Deflectometer measurements to be used in maintenance and rehabilitation of flexible and rigid pavements.
Supervisor: Kudrna Jan, prof. Ing., CSc.
Study plan wasn't generated yet for this year.