Petr Konecny
Cited by
Cited by
Validation of vertical ground heat exchanger design methodologies
JR Cullin, JD Spitler, C Montagud, F Ruiz-Calvo, SJ Rees, SS Naicker, ...
Science and Technology for the Built Environment 21 (2), 137-149, 2015
Identification of mechanical and fracture properties of self-compacting concrete beams with different types of steel fibres using inverse analysis
O Sucharda, M Pajak, T Ponikiewski, P Konecny
Construction and Building Materials 138, 263-275, 2017
Recommendation for the modelling of 3D non-linear analysis of RC beam tests
O Sucharda, P Konecny
Computers and Concrete, An International Journal 21 (1), 11-20, 2018
Comparison of material properties of SCC concrete with steel fibres related to ingress of chlorides
P Lehner, P Konečný, T Ponikiewski
Crystals 10 (3), 220, 2020
Simulation based reliability assessment method using parallel computing
P Konecny, J Brozovsky, V Krivy
Proceedings of The first international conference on parallel, distributed …, 2009
Comparison of chloride diffusion coefficient evaluation based on electrochemical methods
P Konečný, P Lehner, T Ponikiewski, P Miera
Procedia engineering 190, 193-198, 2017
Statistical analysis of time dependent variation of diffusion coefficient for various binary and ternary based concrete mixtures
P Lehner, P Ghosh, P Konečný
Construction and Building Materials 183, 75-87, 2018
Finite element modelling and identification of the material properties of fibre concrete
O Sucharda, P Konecny, J Kubosek, T Ponikiewski, P Done
Procedia Engineering 109, 234-239, 2015
Real material properties of weathering steels used in bridge structures
V Křivý, P Konečný
Procedia Engineering 57, 624-633, 2013
Effective methodology of sustainability assessment of concrete mixtures
P Konečný, P Ghosh, K Hrabová, P Lehner, B Teplý
Materials and Structures 53, 1-15, 2020
Investigation of fracture properties by inverse analysis on selected SCC concrete beams with different amount of fibres
O Sucharda, P Lehner, P Konečný, T Ponikiewski
Procedia Structural Integrity 13, 1533-1538, 2018
Sustainability levels in comparison with mechanical properties and durability of pumice high-performance concrete
K Hrabová, P Lehner, P Ghosh, P Konečný, B Teplý
Applied Sciences 11 (11), 4964, 2021
Durability assessment of concrete bridge deck considering waterproof membrane and epoxy-coated reinforcement
P Konečný, P Lehner
Perspectives in Science 7, 222-227, 2016
Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides
P Konecny, P Lehner
Frattura ed Integritŕ Strutturale 11 (39), 29-37, 2017
Numerical analysis of chloride diffusion considering time-dependent diffusion coefficient
P Lehner, P Konečný, P Ghosh, Q Tran
International Journal of Mathematics and Computers in Simulation 8 (1), 103-106, 2014
Corrosion processes on weathering steel bridges influenced by deposition of de-icing salts
V Křivý, M Kubzová, P Konečný, K Kreislová
Materials 12 (7), 1089, 2019
Comparison of procedures for the evaluation of time dependent concrete diffusion coefficient model
P Konečný, P Lehner, P Ghosh, Z Morávková, Q Tran
Construction and Building Materials 258, 119535, 2020
Performance evaluation of concrete bridge deck affected by chloride ingress: simulation-based reliability assessment and finite element modeling
P Konecny, PJ Tikalsky, DG Tepke
Transportation Research Record: Journal of the Transportation Research Board, 2007
Probabilistic time-dependent sensitivity analysis of HPC bridge deck exposed to chlorides
P Ghosh, P Konečný, P Lehner, PJ Tikalsky
Computers and Concrete, An International Journal 19 (3), 305-313, 2017
Performance evaluation of concrete bridge deck affected by chloride ingress: simulation-based reliability assessment and finite element modeling
P Konečný, PJ Tikalsky, DG Tepke
Transportation Research Record 2028 (1), 3-8, 2007
The system can't perform the operation now. Try again later.
Articles 1–20