| Modelling of reinforced concrete element damage as a result of reinforcement corrosion T Krykowski, A Zybura Procedia Engineering 57, 614-623, 2013 | 16 | 2013 |
| A cracking model for reinforced concrete cover, taking account of the accumulation of corrosion products in the ITZ layer, and including computational and experimental verification T Krykowski, T Jaśniok, F Recha, M Karolak Materials 13 (23), 5375, 2020 | 15 | 2020 |
| Fem modeling of concrete cover degradation caused by rebars corrosion in reinforced concrete T Krykowski, A Zybura Architecture Civil Engineering Environment–ACEE Journal 2 (4), 71-80, 2009 | 11 | 2009 |
| Application of damage mechanics rules to evaluate the growth of corrosive deformations in transition layer B Wieczorek, T Krykowski Ochrona przed Korozja 60 (1), 3-6, 2017 | 10 | 2017 |
| The simulation of corrosion degradation of concrete specimen in stationary heat and moisture conditions F Recha, T JAŚNIOK, T Krykowski Architecture, Civil Engineering, Environment 10 (4), 107-113, 2017 | 6 | 2017 |
| Numeryczna symulacja spadku nośności konstrukcji żelbetowej w wyniku korozji zbrojenia F Recha, TJ Krykowski, T Jaśniok 15th International Conference on New Trends in Statics and Dynamics of …, 2017 | 4 | 2017 |
| Modelling of concrete cover degradation caused by rebar’s corrosion–multicomponent media theory approach T Krykowski Computer Assisted Methods in Engineering and Science 16 (3–4), 241-250, 2017 | 4 | 2017 |
| Innovative materials and technologies for concrete stuctures GL Balázs, K Koris, K Kopecsko, M Salamak, A Zybura, T Krykowski, ... Betontag, Wien, 24-25, 2008 | 4 | 2008 |
| Computational model of corrosion damage in the reinforced concrete T Krykowski Archives of Civil Engineering 52 (2), 319-337, 2006 | 4 | 2006 |
| The application of Affine/Interval Algebra to determine the time of concrete cover damage in reinforced concrete due to corrosion T Krykowski Computer Assisted Methods in Engineering and Science 27 (4), 265-284, 2020 | 3 | 2020 |
| Modelowanie uszkodzenia otuliny wywołanego korozją zbrojenia w żelbecie T Krykowski Komitet Inżynierii Lądowej i Wodnej PAN, 2012 | 3 | 2012 |
| Application of Interval Analysis to Assess Concrete Cover Degradation in Accelerated Corrosion Tests F Recha, K Yurkova, T Krykowski Materials 16 (17), 5845, 2023 | 2 | 2023 |
| Modelowanie czasu uszkodzenia otuliny betonowej z uwzględnieniem niepewności parametrów modelu T Krykowski, T Jaśniok, F Recha Ochrona przed Korozją, 2019 | 2 | 2019 |
| Analiza porównawcza wpływu wyboru modelu betonu na czas degradacji otuliny betonowej w wyniku korozji zbrojenia F Recha, M Bartoszek, T Krykowski A A 2 (1), 1-2, 2016 | 2 | 2016 |
| Modeling of the environmental conditions effect on the reinforcement corrosion rate in concrete T Krykowski, A Zybura Cement-Wapno-Beton= Cement Lime Concrete 19 (3), 166-173, 2014 | 2 | 2014 |
| Application of the interval approach to determine the exploitation time of pipelines I Duszyńska, T Krykowski, P Stefanek, J Bzówka Archives of Civil Engineering 70 (1), 2024 | 1 | 2024 |
| Modeling of cracking of the concrete cover taking into account the coupled diffusion/mechanical process K Yurkova, T Krykowski Computer Assisted Methods in Engineering and Science 30 (4), 2023 | 1 | 2023 |
| Modelowanie powstawania produktów korozji zbrojenia i ich wpływu na uszkodzenie otuliny betonowej K Yurkova, T Krykowski Inżynieria i Budownictwo 78, 2022 | 1 | 2022 |
| The Application of Monte Carlo Method in the Modeling of Concrete Cover Damage in Reinforced Concrete T Krykowski Environmental Challenges in Civil Engineering, 77-87, 2021 | 1 | 2021 |
| Analiza dynamiczna murowej konstrukcji kościoła na terenie górniczym T Krykowski, Z Pająk Przegląd Górniczy 59 (7-8), 27-32, 2003 | 1 | 2003 |
