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Wyszukujesz frazę "Bobinski, J." wg kryterium: Autor


Wyświetlanie 1-3 z 3
Tytuł:
Fe analysis of strain localization in concrete in elasto-plasticity and damage mechanics with non-local softening
Autorzy:
Bobiński, J.
Powiązania:
https://bibliotekanauki.pl/articles/1933201.pdf
Data publikacji:
2006
Wydawca:
Politechnika Gdańska
Tematy:
characteristic length
concrete
damage mechanics
elasto-plasticity
FEM
non-local model
strain localization
Opis:
Results of Finite Element Method (FEM) simulations of a strain localization in concrete specimens are presented. Two different continuum approaches have been used to model to behaviour of concrete: (i) an elasto-plastic constitutive law with the Drucker-Prager criterion in the compression regime and the Rankine criterion in the tensile regime, with isotropic hardening and softening and (ii) an isotropic continuum damage model with the equivalent strain corresponding to the Rankine failure criterion and modified Huber-Mises criterion in terms of strains, with exponential softening. Both constitutive models were enriched by non-local terms to describe strain localization properly, ensure mesh-independence in the softening regime and capture the deterministic size effect. The constitutive models were used to simulate strain localization in concrete in two boundary value problems under plane strain conditions, viz. uniaxial tension and three-point bending. The effect of the characteristic length on load-displacement curves and widths of strain localization is discussed.
Źródło:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk; 2006, 10, 4; 353-375
1428-6394
Pojawia się w:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A Non-local elasto-plastic model to describe localisations of deformation in concrete
Autorzy:
Bobiński, J.
Tejchman, J.
Powiązania:
https://bibliotekanauki.pl/articles/1986935.pdf
Data publikacji:
2002
Wydawca:
Politechnika Gdańska
Tematy:
concrete
localisation
non-local theory
elasto-plasticity
characteristic length
Opis:
The paper presents numerical simulations of behaviour of concrete elements subjected to uniaxial compression for plane strain. FE-calculations are performed with two different elasto-plastic constitutive laws for concrete. Numerical results obtained suffer from mesh sensivity due to the presence of material softening. To obtain a well-posed boundary problem and a mesh independent solution, conventional constitutive laws with softening require an extension (called regularisation) to describe properly the localisations of deformations. In this paper elasto-plastic constitutive laws are extended by non-local strain terms. Owing to them, localisations of deformations are realistically captured.
Źródło:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk; 2002, 6, 3; 437-446
1428-6394
Pojawia się w:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Modelling of concrete behaviour with a non-local continuum damage approach
Autorzy:
Bobiński, J.
Tejchman, J.
Powiązania:
https://bibliotekanauki.pl/articles/241347.pdf
Data publikacji:
2005
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
characteristic length
concrete
crack
damage model
FEM
non-local theory
Opis:
The paper presents FE-results on the behaviour of concrete under plane strain conditions. The material was modelled using a simple isotropic damage continuum model. The model was enriched by non-local terms to avoid a pathological mesh-sensitivity and to obtain a well-posed rate boundary value problem. The constitutive model was used to simulate localization of deformation in 3 benchmark problems: a double-edge notched specimen under uniaxial tension and a notched beam under three- and four-point bending. Attention was laid on the effect of a characteristic length on the load-displacement curves and strain localization. The FE-results were compared with experiments and other numerical studies.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2005, 52, 3; 243-263
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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