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Chemo-mechanical finite element model of deterioration of plain concrete structures

Identyfikatory
Warianty tytułu
PL
Chemo-mechaniczny model skończenie elementowy zniszczenia konstrukcji betonowej w płaskim stanie naprężenia
Języki publikacji
EN
Abstrakty
EN
The degradation of mechanically loaded plain concrete structures under two deterioration mechanism: chlorides diffusion and calcium dissolution, with the influence of the moisture transport in concrete, are considered. It is assumed that the concrete behavior is initially isotropic and described by two scalar damage variables, independently for compression and tension loading conditions. The chemical degradation of concrete is described by means of an additional internal variable, named environmental damage. This damage variable consists with two internal variables which are the measure of deterioration of concrete caused by chloride and calcium ions actions. The usefulness of the proposed method of FE numerical analysis is verified by two examples.
PL
W pracy rozważana jest degradacja konsrtukcji betonowej, pod stałym obciążeniem mechanicznym, poddana dwu mechanizmom zniszczenia: dyfuzji chlorków i wymywania jonów wapnia, z uwzględnieniem transportu wilgoci w betonie. Założone zostało izotopowe początkowo zachowanie betonu i opisane dwoma parametrami zniszczenia, niezależnie dla ściskania i rozciągania. Chemiczna degradacja betonu opisana została przy użyciu dodatkowej zmiennej, nazywanej "parametrem zniszczenia środowiskowego". Na wartość tej zmiennej składają się dwie zmienne będące miarami zniszczenia betonu spowodowanego działaniem chlorków i jonów wapnia. Użyteczność proponowanej skończenie elementowej analizy została zweryfikowana na dwu przykładach.
Twórcy
  • Rzeszów University, Faculty of Mathematics and Natural Science, Institute of Mathematics
autor
  • Kielce University of Technology, Faculty of Management and Computer Modelling, Chair of Applied Computer Science
Bibliografia
  • 1. G. BALABANIC, N. BICANIC, A. DUREKOVIC, Mathematical modeling of electrochemical steel corrosion in concrete, J. Engng. Mechanics, 1113-1122, 1996.
  • 2. F. BANGERT, D. KUHL, G. MESCHKE, Finite element simulation of chemomechanical damage under cyclic loading condition, Fourt Intern. Conf. On Fracture Mechanics of Concrete and Concrete Structures, FRAMCOS IV 2001, Cachan, France, 28 May-1 June, 2001.
  • 3. G. CREAZZA, A. SAETTA, R. SCOTTA, R. VITALIANI, OÑATE, Mechanical simulation of structural damage in historical buildings, Archicectural Studies, Material and Analysis, Brebbia and Leftheris, [eds.], Vol. l, 111-118, Comput. Mechanics Inc., Southampton, Boston 1995.
  • 4. R. FARIA, J. OLIVIER, A strain-based plasticity viscous-plastic-damage model for massive concrete structures, Int. J. Solids and Struct., 35(14), 1533-1558, 1998.
  • 5. A. RODRIGUEZ-FERRAN, A. HUERTA, Failure and post-failure modelling of the Brazilian Test. Departament de Matemática Aplicada III, E.T.S. E-08034, Barcelona 2001.
  • 6. D. GAWIN, C. E. MAJORANA, B. A. SCHREFLER, Numerical analysis of hygrothermal behaviour and damage of concrete at high temperature, Mech. Cohes-Frict. Mater., 4, 1, 17-36, 1999.
  • 7. B. GERARD, G. PIJAUDIER-CABOT, C. LABORDERIL, Coupled diffusion damage modelling and the implementations, Int. J. Solids and Struct., 35(31/32), 4107-4120, 1998.
  • 8. E. HANSEN, Rate deterioration investigation of bridge decks based on diffusion/fracture mechanical study, - A thesis submitted to the Faculty of the Graduate School of the University of Colorado. Department of Civil, Environmental and Archicectural Engineering, Colorado 1997.
  • 9. E. HANSEN, Theories of elastoplasticity coupled with continuum damage mechanics, Ph. D., Sandia National Laboratories, SAND92-1436, Albuguergue, New Mexico, USA, 1993.
  • 10. M. HUANG, S. PIETRUSZCZAK, Modelling of thermodynamical effects of alkalisilica reaction, J. Engng. Mech., 476-485, 1999.
  • 11. D. KUHL, F. BANGERT, G. MESCHKE, An extension of damage theory to coupled chemo-mechanical processes, ECCM-2000, September 11-14, Barcelona 2000.
  • 12. J. MAZARS, G. PIJAUDIER-CABOT, Continuum damage theory: Application to concrete, J. Engn. Mech., ASCE, 115, 2, 629-635, 1989.
  • 13. C. MAJORANA, A. SAETTA, R. SCOTTA, R. VITALIANI, Mechanical and durability models for lifespan analysis of bridges, Proc. IABSE, 1235-1258, Zurich 1995.
  • 14. G. MESCHKE, S. GRASBERGER, P. DUMSTOR, A. FLATTEN, F. BAGERT, D. KUHL, Life-time oriented multifield FE-analysis of concrete structures, ECCM-2001, 4-7, Kraków 2001.
  • 15. J. OLIVER, M. CERVERA, S., OLLER, J. LUBLINER, Isotropic damage models and smeared crack analysis of concrete structures, N. Bicanic and H. Mang, [eds.], Vol. 2, 945-957, 1990.
  • 16. B. PATZAK, M. JIRASEK, Consistent tangent stiness for nonlocal material models, ECCM-2001, Comput, Conf. Comput. Mechanics, CD 1-16, Kraków 2001.
  • 17. B. PEREZ, S. J. PANTAZAPOULOU, M. D. A. THOMAS, Numerical solution of mass transport equations in concrete structures, Comp. and Struct., 79, 1251-1264, 2001.
  • 18. G. PIJAUDIER-CABOT, B. GERARD, L. MOLEZ, Damage mechanics of concrete structures subjected to mechanical and environmental actions, [in:] Euro-Comp. Modelling of Concrete Structures, R., deBorst, N., Bicanic, H., Mang, and G., Meschke, [eds.], 567-576, Balkema, Rotterdam, The Nederlands 1998.
  • 19. G. PIJAUDIER-CABOT, Z. P. BAŽANT, Nonlocal damage theory, J. Engrg. Mechanics, ASCE, 113, 1512-1533, 1987.
  • 20. A. SAETTA, R. SCOTTA, R. VITALINI, Mechanical behavior of concrete under physical-chemical attacks, J. Engng. Mechanics, 1100-1109, 1998.
  • 21. A. SAETTA, R. SCOTTA, R. VITALIANI, Coupled environmental-mechanical damage model of RC structures, J. Engng. Mech., ASCE, 125, 8, 930-940, 1999.
  • 22. I. SILIVIJA, S. VITINA, I. SETINA, J. E. LAGZDINS, Degradation of reinforced concrete structures by polluted environmental attack, 4th Intern. Conf. Analytical Models and New Concepts in Concrete and Masonry Structures, June 5-7, 2002, Proc. 44-49, Kraków 2002.
  • 23. J. SIMO, C. J. W. JU, Strain - and stress- based continuum damage models-I. Formulation, Intern. J. Solid Structures, 23, 7, 821-840, 1987.
  • 24. J. SIMO, J. Ju, Stress and strain based continuum damage models: Parts I and II, Int. J. Solids and Structures, 23,7,821-869,1987.
  • 25. R. L. TAYLOR, A Finite Element Analysis Program - Theory Manual. Version 7.4, Department of Civil and Environmental Engineering, University of California at Berkeley 2002.
  • 26. J. H. P. de VREE, W. A. M. BREKELMANS, M. A. J. GILS, Comparison of nonlocal approaches in continuum damage mechanics, Comp. Struct., 55,581-588, 1996.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BTB2-0023-0005
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