A compression-tension concrete damage model, applied to a wind turbine reinforced concrete tower

Engineering Structures

Volumn 33, Issue 12, 2011, Pages 3559-3569

  Paredes, Jairo A ^a,b,c   Barbat, Alex H ^a,b   Oller, Sergio ^a,b  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

^b INTERNATIONAL CENTER FOR NUMERICAL METHODS IN ENGINEERING CIMNE   (Spain)

^c UNIVERSIDAD NACIONAL DE COLOMBIA   (Colombia)

Author keywords

Composites; Damage model; Fiber orientation; Nonlinear analysis; Precast structures; Wind turbine tower

Indexed keywords

COMPUTATIONAL MODEL; CONTACT EFFECT; CONTACT SURFACE; DAMAGE MODEL; DAMAGED AREA; DIFFERENT DAMAGES; ELASTOPLASTIC CONSTITUTIVE MODEL; FIBER ORIENTATIONS; GEOMATERIALS; MASSIVE CONCRETE; PRECAST STRUCTURE; STEEL BARS; STRESS STATE; STRUCTURAL POINT; TENSION AND COMPRESSION; TENSION-COMPRESSION; THRESHOLD FUNCTIONS; WIND TURBINE TOWER;

BEHAVIORAL RESEARCH; CARBON FIBER REINFORCED PLASTICS; CONSTITUTIVE MODELS; CRACKS; NONLINEAR ANALYSIS; REINFORCED CONCRETE; WIND TURBINES;

TOWERS;

COMPRESSION; CONCRETE STRUCTURE; DAMAGE; ELASTOPLASTICITY; NUMERICAL MODEL; REINFORCED CONCRETE; STRUCTURAL ANALYSIS; TENSION; WIND TURBINE;

EID: 80054910040     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2011.07.020     Document Type: Article

References (33)

1. Barbat A, Paredes JA, Oller S. A new damage model for structures subjected to cyclic loads. In: 9th world congress on computational mechanics and 4th asian pacific congress on computational mechanics Sydney. Centre for Infrastructure Engineering and Safety; 2010. p. 142.
2. Harte R., Van Zijl GPAG. structural stability of concrete wind turbines and solar chimney towers exposed to dynamic wind action. J Wind Eng Ind Aerodynam 2007, 95:1079-1096.
3. Petcu C, Marí-Bernat A. Concept and design of tall reinforced and prestressed wind towers [Tesina], Barcelona: Universidad Politécnica de Cataluña; 2007.
4. Rastellini F. Modelización numérica de la no-linealidad constitutiva de laminados compuestos. Ph.D. thesis. Barcelona: Universidad Politécnica de Cataluña; 2006.
5. Faria R., Oliver J., Cervera M. A strain-based plastic viscous-damage model for massive concrete structures. Int J Solids Struct 1998, 35:1533-1558.
6. PLCD-Manual. Non-linear thermo mechanic finite element oriented to Ph.D. student education. Code developed at CIMNE. Barcelona; 2008.
7. Oller S., Barbat A.H. Moment-curvature damage model for bridges subjected to seismic loads. Comput Methods Appl Mech Eng 2006, 195:4490-4511.
8. Car E., Oller S., Oñate E. A large strain plasticity model for anisotropic materials - composite material application. Int J Plasticity 2001, 17:1437-1463.
9. Molina M, Oller S, Barbat AH, Martínez X. Análisis numérico de estructuras de hormigón reforzadas con FRP por medio de la teoría de mezclas serie/paralelo. Revista internacional de Métodos numéricos para cálculo y diseño en ingeniería. 2010. 26. p. 135-55.
10. Mata P., Oller S., Barbat A.H. Static analysis of beam structures under nonlinear geometric and constitutive behavior. Comput Methods Appl Mech Eng 2007, 196:4458-4478.
11. Mata P., Oller S., Barbat A.H. Dynamic analysis of beam structures considering geometric and constitutive nonlinearity. Comput Methods Appl Mech Eng 2008, 197:857-878.
12. Mata P., Barbat A.H., Oller S. Two-scale approach for the nonlinear dynamic analysis of RC structures with local non-prismatic parts. Eng Struct 2008, 30:3667-3680.
13. Oller S., Oñate E., Oliver J., Lubliner J. Finite element nonlinear analysis of concrete structures using a plastic-damage model. Eng Fracture Mech 1990, 35:219-231.
14. Lubliner J., Oliver J., Oller S., Oñate E. A plastic-damage model for concrete. Int J Solids Struct 1989, 25:299-326.
15. Barbat A.H., Oller S., Oñate E., Hanganu A. Viscous damage model for Timoshenko beam structures. Int J Solids Struct 1997, 34:3953-3976.
16. Faleiro J., Oller S., Barbat A.H. Plastic-damage seismic model for reinforced concrete frames. Comput Struct 2008, 86:581-597.
17. Oller S., Car E., Lubliner J. Definition of a general implicit orthotropic yield criterion. Comp Methods Appl Mech Eng 2003, 192:895-912.
18. Martinez X., Oller S., Rastellini F., Barbat A.H. A numerical procedure simulating RC structures reinforced with FRP using the serial/parallel mixing theory. Comput Struct 2008, 86:1604-1618.
19. Oller S. Modelización numérica de Materiales Friccionales 1991, CIMNE, Barcelona.
20. Kachanov L.M. Time of rupture process under creep conditions. Izv Akaad Nauk 1958, 8:26-31.
21. Oliver J, Cervera M, Oller S, Lubliner J. Isotropic damage models and smeared crack analysis of concrete. In: Proc 2nd int conf on computer aided analysis and design of concrete structures: Zell am See; 1990. p. 945-58.
22. Lemaitre J., Chaboche J.L. Aspects phénoménologiques de la rupture par endommagement. J Appl 1978, 2:317-365.
23. Chaboche J.L. Continuum damage mechanics: Part I-general concepts. J Appl Mech 1988, 55:59-64.
24. Chaboche J.L. Continuum damage mechanics: Part II-damage growth, crack initiation, and crack growth. J Appl Mech 1988, 55:65-72.
25. Simo J.C., Ju J.W. Strain- and stress-based continuum damage models-I. formulation. Int J Solids Struct 1987, 23:821-840.
26. Simo J.C., Ju J.W. Strain- and stress-based continuum damage models-II. computational aspects. Int J Solids Struct 1987, 23:841-869.
27. Kupfer H., Hilsdorf H., Rush H. Behaviour of concrete under biaxial stresses. J American Concrete Inst 1969, 66:656-666.
28. Mazars J., Pijaudier-Cabot G. Continuum damage theory-application to concrete. J Eng Mech 1989, 115:345-365.
29. Maugin G.A. The thermodynamics of plasticity and fracture 1992, Cambridge University press.
30. Willam K.J. Constitutive models for engineering materials. Encyclopedia of physical science and technology 2001, 603-633. Academic Press, New York. A.M. Robert (Ed.).
31. Martinez X. Micro mechanical simulation of composite materials using the serial/parallel mixing theory. Ph.D. thesis. Barcelona: Universidad Politécnica de Cataluña; 2008.
32. Martínez JJ, Mecánica Newtoniana. Barcelona: Ediciones UPC; 2001.
33. 27/10/2010. http://www.inneo.es/index.php/es/proceso-de-montaje.html.