The Application of Monte Carlo Method …
87
8. Pantazopoulou SJ, Papoulia KD (2001) Modeling cover-cracking due to reinforcement
corrosion in RC structures. J Eng Mech 127:342–351
9. Liu Y, Weyers RE (1998) Modeling the time-to-corrosion cracking in chloride contaminated
reinforced concrete structures. ACI Materials Journal 95:675–680
10. Wieczorek B, Krykowski T (2017) Application of damage mechanics rules to evaluate the
growth of corrosive deformations in transition layer. Ochrona przed Korozj˛ a 1:3–6
11. Krykowski T, Ja´ sniok T, Recha F (2019) Modelowanie czasu uszkodzenia otuliny betonowej
z uwzgl˛ ednieniem niepewno´ sci parametrów modelu. Ochrona przed Korozj˛ a 62(3):69–73
12. Andrade C, Alonso C, Molina FJ (1993) Cover cracking as a function of bar corrosion: Part
I-experimental test. Mater Struct 26:453–464
13. Molina FJ, Alonso C, Andrade C (1993) Cover cracking as a function of rebar corrosion: Part
2-numerical model. Mater Struct 26:532–548
14. Ožbolt J, Oršani´ c F, Balabani´ c G (2017) Modelling processes related to corrosion of reinforcement in concrete: coupled 3D finite element model. Struct Infrastruct Eng Maintenance
Manage Life-Cycle Des Perform 13:135–146
15. Liu Y (1996) Modeling the time-to-corrosion cracking of the cover concrete in chloride contaminated reinforced concrete structures, Virginia Polytechnic Institute and State University,
Blacksburg, Virginia
16. Krykowski T (2020) The application of interval/affine algebra to determine the time of
concrete cover damage in reinforced concrete due to corrosion. Comput Assist Methods Eng
Sci (CAMES) 27(4):265–284
17. ˇ
Cervenka V, Jendele L, ˇ
Cervenka J (2016) Atena Program Documentation, part 1, theory.
ˇ
Cervenka Consulting, Prague
18. Nowak AS, Collins KR (2012) Reliability of structures, 2nd edn. CRC Press
87
8. Pantazopoulou SJ, Papoulia KD (2001) Modeling cover-cracking due to reinforcement
corrosion in RC structures. J Eng Mech 127:342–351
9. Liu Y, Weyers RE (1998) Modeling the time-to-corrosion cracking in chloride contaminated
reinforced concrete structures. ACI Materials Journal 95:675–680
10. Wieczorek B, Krykowski T (2017) Application of damage mechanics rules to evaluate the
growth of corrosive deformations in transition layer. Ochrona przed Korozj˛ a 1:3–6
11. Krykowski T, Ja´ sniok T, Recha F (2019) Modelowanie czasu uszkodzenia otuliny betonowej
z uwzgl˛ ednieniem niepewno´ sci parametrów modelu. Ochrona przed Korozj˛ a 62(3):69–73
12. Andrade C, Alonso C, Molina FJ (1993) Cover cracking as a function of bar corrosion: Part
I-experimental test. Mater Struct 26:453–464
13. Molina FJ, Alonso C, Andrade C (1993) Cover cracking as a function of rebar corrosion: Part
2-numerical model. Mater Struct 26:532–548
14. Ožbolt J, Oršani´ c F, Balabani´ c G (2017) Modelling processes related to corrosion of reinforcement in concrete: coupled 3D finite element model. Struct Infrastruct Eng Maintenance
Manage Life-Cycle Des Perform 13:135–146
15. Liu Y (1996) Modeling the time-to-corrosion cracking of the cover concrete in chloride contaminated reinforced concrete structures, Virginia Polytechnic Institute and State University,
Blacksburg, Virginia
16. Krykowski T (2020) The application of interval/affine algebra to determine the time of
concrete cover damage in reinforced concrete due to corrosion. Comput Assist Methods Eng
Sci (CAMES) 27(4):265–284
17. ˇ
Cervenka V, Jendele L, ˇ
Cervenka J (2016) Atena Program Documentation, part 1, theory.
ˇ
Cervenka Consulting, Prague
18. Nowak AS, Collins KR (2012) Reliability of structures, 2nd edn. CRC Press