Application of a constitutive model for concrete to the analysis of a precast segmental tunnel lining

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 28, Issue 7-8, 2004, Pages 797-819

  Winkler, B ^a   Hofstetter, G ^b   Lehar, H ^b  

^a Hilti AG   (Liechtenstein)

^b UNIVERSITY OF INNSBRUCK   (Austria)

Author keywords

Concrete; Cracking; Elastic plastic material model; Finite element method; Non linear material behaviour; Tension softening; Tension stiffening

Indexed keywords

COMPRESSIVE STRESS; COMPUTER SIMULATION; CONSTRUCTION; CRACKS; DATA REDUCTION; INSTALLATION; LOADING; PLASTICITY; STIFFNESS; STRUCTURAL PANELS; TENSILE STRESS; TUNNEL LININGS;

BIAXIAL STRESSES; CONCRETE SEGMENTS;

PRECAST CONCRETE;

DAMAGE MECHANICS; FINITE ELEMENT METHOD; REINFORCED CONCRETE; TENSILE STRESS; TUNNEL LINING;

EID: 3242798097     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.362     Document Type: Article

References (21)

1. Isenberg J. Finite Element Analysis of Reinforced Concrete Structures, II. American Society of Civil Engineers: New York, 1993.
2. Hofstetter G, Mang HA. Computational Mechanics of Reinforced Concrete Structures. Vieweg & Sohn: Braunschweig/Wiesbaden, 1995.
3. Feenstra PH, de Borst R. Aspects of robust computational modelling for plain and reinforced concrete. Heron 1993; 38(12).
4. Feenstra PH, de Borst R. A composite plasticity model for concrete. International Journal of Solids and Structures 1996; 33:707-730.
5. Feenstra PH. Computational aspects of biaxial stress in plain and reinforced concrete. PhD-Thesis 1993: Delft University of Technology, Netherlands.
6. CEB-FIP. Model Code 1990, Bulletin d'information. Comité Euro-International du Béton (CEB): Lausanne.
7. Winkler B, Hofstetter G, Niederwanger G. Experimental verification of a constitutive model for concrete cracking. Proceedings of the Institution of Mechanical Engineers, Part L, Materials: Design and Applications 2001; 215:75-86.
8. Lackner R, Mang HA. Adaptive FEM for the analysis of concrete structures. In Computational Modelling of Concrete Structures (EURO-C 1998): 897-919.
9. Menrath H. Numerische Simulation des nichtlinearen Tragverhaltens von Stahlverbundträgern. PhD-Thesis 1999: University of Stuttgart, Germany.
10. Kupfer H, Hilsdorf HK, Rüsch H. Behavior of concrete under biaxial stresses. ACI Journal 1969; 66:656-666.
11. Meiswinkel R, Neubauer R, Ji A. Mitwirkung des Betons auf Zug zwischen den Rissen - Berechnung nach EC2. Beton and Stahlbetonhau 1995; 90(10):261-265.
12. Meiswinkel R, Rahm H. Modelling tension stiffening in RC structures regarding non-linear design analyses. European Conference on Computational Mechanics (ECCM 1999); CD-ROM, 20pp.
13. Crisfield MA, Wills J. Analysis of R/C panels using different concrete models. Journal of Engineering Mechanics 1989; 115:578-597.
14. Dahlblom O, Ottosen NS. Smeared crack analysis using generalized fictious crack model. Journal of Engineering Mechanics 1990; 116:55-76.
15. Winkler B. Traglastuntersuchungen von unbewehrten und bewehrten Betonstrukturen auf der Grundlage eines objektiven Werkstoffgesetzes für Beton. PhD-Thesis 2001: University of Innsbruck, Austria.
16. Hartl G. Die Arbeitslinie eingebetteter Stähle bei Erst- und Kurzzeitbelastung. PhD-Thesis 1977: University of Innsbruck, Austria.
17. Vecchio FJ, Collins MP. The response of reinforced concrete to in-plane shear and normal stresses. Technical Report Publication No. 82-03 1982; University of Toronto, Department of Civil Engineering.
18. Bhide SB, Collins MP. Reinforced concrete elements in shear and tension. Technical Report Publication No. 87-02 1987; University of Toronto, Department of Civil Engineering.
19. Vigl A. Honeycomb segmental tunnel linings-simple, economical, successful. Felsbau 2000; 18(6):24-31.
20. Vigl A, Jäger M. Tunnel Plave-Doblar, Slowenien, 7 m Doppelschild-TBM mit einschaligem, hexagonalen Volltübbing-Auskleidungssystem. In Öterreichischer Betontag 2000: 97-100.
21. DIN 1045. Beton und Stahlbeton, Bemessung und Ausführung. Deutsches Institut für Normung, Ausgabe Juli 1988.