Superkomputer: Applications

Grant/Projek zakończony

Obliczenia numeryczne betonu Metodą Elementów Skończonych

Identyfikator grantu: PT00024

Kierownik projektu: Jerzy Bobiński

Politechnika Gdańska

Wydział Inżynierii Lądowej i Środowiska

Gdańsk

Data otwarcia: 2000-01-01

Data zakończenia: 2022-01-28

Streszczenie projektu

Publikacje

1. Jerzy Bobiński, Numeryczne modelowanie lokalizacji odkształceń w betonie, 22 Międzynarodowe Sympozjum Studentów i Młodych Pracowników Nauki, Zielona Gora , (2001) 63-70
2. Jerzy Bobiński, Jacek Tejchman, Numeryczne modelowanie odkształceń w betonie, VIII Warsztaty Naukowe PTSK, Gdańsk-Sobieszewo , (2001)
3. Bobiński Jerzy, Tejchman Jacek, A non-local elasto-plastic model to describe localisations of deformation, TASK Quarterly 6, (2002) 437-446
4. Bobiński Jerzy, Zastosowanie modelu nielokalnego do opisu zachowania się elementów betonowych, Zeszyty Naukowe Politechniki Śląskiej 1559, (2002) 85-94
5. Jerzy Bobiński, Implementacja i przykłady zastosowań nieliniowych modeli betonu z nielokalnym osłabieniem, Politechnika Gdańska , (2006)
6. Marzec I., Bobiński J., Tejchman J., Simulations of spacing of localized zones in reinforced concrete beams using elastic-plasticity and damage mechanics with non-local softening, Computers & Concrete 4, (2007) 377-402
7. Małecki T., Marzec I., Bobiński J., Tejchman J., Effect of a characteristic length on crack spacing in a reinforced concrete bar under tension., Mechanics Research Communications 5-6, (2007) 460-465
8. Jerzy Bobiński, Jacek Tejchman, FE-modeling of cracks in concrete elements under mixed mode conditions, AMCM , (2008)
9. Górski Jarosław, Bobiński Jerzy i Tejchman Jacek, FE-investigations of a deterministic and statistical size effect in concrete beams under bending, AMCM , (2008)
10. Łukasz Widuliński, Jerzy Bobiński, Jacek Tejchman, FE-analysis of spacing of localized zones in reinforced concrete bars under tension using elasto-plasticity with non-local softening, Archives of Civil Engineering 2, (2009) 257-281
11. Jacek Tejchman, Jerzy Bobiński, Jarosław Górski, Notched concrete beams under bending - calculations of size effects within stochastic elasto-plasticity within non-local softening, Archives of Mechanics 3-4, (2009) 1-25
12. Tejchman Jacek, Bobiński Jerzy, Simulations of strain localization in plain and reinforced concrete with enhanced continuum models, Książka 2010, (2010) 308
13. Jerzy Bobiński, Jacek Tejchman, Continuous and discontinuous modeling of cracks in concrete elements, Computational Modelling of Concrete Structures 2010, (2010) 263-270
14. Syroka, E., Bobiński J., Tejchman J., FE analysis of reinforced concrete corbels with enhanced continuum models, Finite Elements in Analysis and Design 47, (2011) 1066-1078
15. Bobiński, J., Tejchman, J., Modeling cracks in concrete elements with XFEM, CMM 2011, Warsaw, 09-12 May 2011 1, (2011) 139-140
16. J. Bobiński, J. Tejchman, Simulations of fracture in concrete elements using continuous and discontinuous models, Mechanics and Control 30, (2011) 183-193
17. J. Bobiński, J. Tejchman, Application of eXtended Finite Element Method to cracked concrete elements - numerical aspects, Archives of Civil Engineering. LVIII, (2012) 409-431
18. J. Bobiński, J. Tejchman, Investigations of different crack propagation criteria in simulations of concrete behaviour using XFEM, European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2012), Vienna, Austria, -, (2012) -
19. J. Tejchman, J. Bobiński, Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM, Springer -, (2012) -
20. J. Tejchman, J. Bobiński, Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM, Springer -, (2012) -
21. Jerzy Bobiński, Jacek Tejchman, Application of a coupled continuous-discontinuous approach to concrete fracture, The Third International Conference on Computational Modeling of Fracture and Failure of Materials and Structures 0-0, (2013) 0-0
22. Jerzy Bobiński, Jacek Tejchman, A coupled continuous-discontinuous approach to concrete elements, VIII International Conference on Fracture Mechanics of Concrete Structures 0-0, (2013) 0-0
23. Ireneusz Marzec, Łukasz Skarżyński, Jerzy Bobiński, Jacek Tejchman, Modelling of reinforced concrete beams under mixed shear-tension failure with different continuous FE approaches, Computers and Concrete [ISSN: 1598-8198] 12, (2013) 377-392
24. Jacek Tejchman, Jerzy Bobiński, Continuous and discontinuous modeling of fracture in concrete using FEM, Springer 0-0, (2013) 0-0
25. Jacek Tejchman, Jerzy Bobiński, Continuous and discontinuous modeling of fracture in concrete using FEM, Springer 0-0, (2013) 0-0
26. Bobiński J., Tejchman-Konarzewski A., Numeryczne modelowanie betonu niezbrojonego dla mieszanego rodzaju zniszczenia przy zastosowaniu podejścia ciągłego i nieciągłego, Inżynieria Morska i Geotechnika 5, (2014) 536-542
27. Bobiński J., Tejchman-Konarzewski A., A constitutive model for concrete based on continuum theory with non-local softening coupled with eXtended Finite Element Method, Computational Modelling of concrete Structures Vol. I Taylor & Francis Group 1, (2014) 117-126
28. Jerzy Bobiński, Jacek Tejchman, Formulation of a constitutive law with a gradual transition from continuous to discontinuous descriptions of cracks in concrete, CFRAC 2015,3-5 June, Cachan (France) 1, (2015) 1-1
29. Jerzy Bobiński, Jacek Tejchman, Simulations of cracks in concrete with gradual transition from continuous to discontinuous description, PCM-CMM-2015, September 8-11, Gdańsk, Poland 1, (2015) 1-1
30. J. Bobiński, J. Tejchman, Comparison of continuous and discontinuous constitutive models to simulate concrete behaviour under mixed-mode failure conditions, International Journal for Numerical and Analytical Methods in Geomechanics 40, (2016) 406-435
31. J. Bobiński, J. Tejchman, A coupled constitutive model for fracture in plain concrete based on continuum theory with non-local softening and eXtended Finite Element Method, Finite Elements in Analysis and Design 114, (2016) 1-21
32. W. Trawiński, J. Bobiński, J. Tejchman, Two-dimensional simulations of concrete fracture at aggregate level with cohesive elements based on X-ray lCT images, Engineering Fracture Mechanics 168, (2016) 204-226
33. W. Trawiński, J. Bobiński, J. Tejchman, Two-dimensional simulations of concrete fracture at aggregate level with cohesive elements based on X-ray lCT images, Engineering Fracture Mechanics 168, (2016) 204-226
34. W. Trawiński, J. Tejchman, J. Bobiński, A three-dimensional meso-scale modelling of concrete fracture, based on cohesive elements and X-ray mCT images, Engineering Fracture Mechanics 1, (2017) 1
35. J. Bobiński, Numeryczne modelowanie rys w betonie przy zastosowaniu podejścia ciągłego, nieciągłego i połączonego, Habilitacja 1, (2017) 1
36. W. Trawiński, J. Tejchman, J. Bobiński, A three-dimensional meso-scale approach with cohesive elements to concrete fracture based on X-ray mCT images., Engineering Fracture Mechanics 189, (2018) 27-50
37. J. Bobiński, J. Tejchman, A constitutive law for concrete with smooth transition from continuous into discontinuous cracks? description, Computational Modelling of Concrete Structures 1, (2018) 499-508
38. W. Trawiński, J. Tejchman, J. Bobiński, Mesoscopic simulations of crack propagation in concrete using cohesive elements, Computational Modelling of Concrete Structures 1, (2018) 481-490
39. I. Marzec, J. Bobiński, Size effect in concrete beams under bending - influence of the boundary layer and the numerical description of cracks, MATEC Web of Conferences 262, (2019) 1-8
40. I. Marzec, J. Bobiński, On some problems in determining tensile parameters of concrete model from size effect tests, Polish Maritime Research 26, (2019) 115 - 125
41. I. Marzec, J. Bobiński, erformance of isotropic constitutive laws in simulating failure mechanisms in scaled RC beams, Archives of Mechanics 72, (2020) 193 - 215

← Powrót do spisu projektów