Computational framework for long-term reliability analysis of RC structures

Computer Methods in Applied Mechanics and Engineering

Volumn 194, Issue 12-16, 2005, Pages 1619-1639

  Petryna, Yuri S ^a   Kratzig W B ^a  

^a RUHR UNIVERSITY BOCHUM   (Germany)

Author keywords

Concrete structures; Material model; Nonlinear analysis; Time variant reliability; Uncertainty

Indexed keywords

COMPUTATIONAL METHODS; DURABILITY; FAILURE ANALYSIS; FATIGUE OF MATERIALS; PROBABILITY; RANDOM PROCESSES; REINFORCED CONCRETE; RELIABILITY THEORY; STRUCTURAL ANALYSIS;

DAMAGE ANALYSIS; RELIABILITY ANALYSIS; STABILITY FAILURE;

CONCRETE CONSTRUCTION;

CONCRETE STRUCTURE; MATHEMATICAL METHOD; STRUCTURAL ANALYSIS;

EID: 13844307353     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cma.2004.09.002     Document Type: Article

References (69)

1. M.E. Awad H.K. Hilsdorf Strength and deformation characteristics of plain concrete subjected to high repeated and sustained loads 1971 University of Illinois Urbana
2. Z.P. Bažant S.-S. Kim Plastic-fracturing theory for concrete J. Engrg. Mech. Div. 105 3 1998 407-428
3. Z.P. Bažant J. Planas Fracture and Size Effect in Concrete and Other Quasi-brittle Materials 1998 CRC Press Boca Raton
4. Z.P. Bažant B.-H. Oh Crack band theory for fracture of concrete Mater. Struct. 16 1983 155-177
5. H. Beem C. Könke U. Montag W. Zahlten FEMAS-2000 Users Manual. Release 3.0 1996 Institute for Statics and Dynamics, Ruhr-University Bochum Bochum
6. J. Bockhold Y.S. Petryna W.B. Krätzig R. Pölling Material model for concrete under monotonic loading and creep, in: Bicanic et al. (Ed.). Computational Modelling of Concrete Structures 2003 Swets Zeitlinger Lisse 401-410
7. R. de Borst L.J. Sluys H.B. Mühlhaus J. Pamin Fundamental issues in finite element analyses of localisation of deformation Engrg. Comput. 10 1993 99-121
8. C.G. Bucher U. Bourgund A fast and efficient response surface approach for structural reliability problems Struct. Safety 7 1990 57-66
9. D. Frangopol, E. Brühwiler, M. Faber, B. Ardey (Eds.), Life-Cycle Performance of Deteriorating Structures: Assessment, Design and Management, American Society of Civil Engineers, 2003
10. W.-F. Chen Plasticity in Reinforced Concrete 1982 Mc-Graw Hill New York
11. J.R. Clifton et al., Service Life Prediction. State-of-the-Art Report, ACI 365.1R-00, Farmington Hills, American Concrete Institute, 2000
12. Y.F. Dafalias E.P. Popov Plastic internal variables formalism of cyclic plasticity J. Appl. Mech. 1976 645-651
13. J.W. Dougill On stable progressively fracturing solids ZAMP 27 1976 423-437
14. J. Eibl B. Schmidt-Hurtienne Grundlagen für ein neues Sicherheitskonzept Bautechnik 72 8 1995 501-506
15. L. Faravelli Response-surface approach for reliability analysis J. Engrg. Mech. ASCE 115 12 1989 2763-2781
16. P.H. Feenstra, Computational aspects of biaxial stress in plain and reinforced concrete, Dissertation, Delft University of Technology, 1993
17. P.H. Feenstra R. de Borst Constitutive model for reinforced concrete J. Engrg. Mech. 121 5 1995 587-595
18. A. Florian An efficient sampling scheme: Updated latin hypercube sampling Prob. Engrg. Mech. 2 7 1992 123-130
19. M.P. Enright D.M. Frangopol Service-life prediction of deteriorating concrete bridges J. Struct. Engrg. ASCE 124 3 1997 309-317
20. K. Gaede, Versuche über die Festigkeit und die Verformung von Beton bei Druckschwellbeanspruchung, Heft 144, Deutscher Ausschuss für Stahlbeton, Beuth Verlag, Berlin, 1962
21. R.I. Gilbert R.F. Warner Tension stiffening in reinforced concrete slabs J. Struct. Div. 1978 1885-1900
22. S. Govendjee G.J. Kay J.C. Simo Anisotropic modelling and numerical simulation of brittle damage in concrete Int. J. Num. Methods Engrg. 38 1995 3611-3633
23. G. Hofstetter H.A. Mang Computational Mechanics of Reinforced Concrete Structures 1995 Vieweg & Sohn Braunschweig
24. J.O. Holmen, Fatigue of concrete by constant and variable amplitude loading, Ph.D. Thesis, Division of Concrete Structures, The Norwegian Institute of Technology, Trondheim, 1979
25. T.T.C. Hsu Fatigue of plain concrete ACI J. 78 4 1981 292-305
26. A. der Kiureghian M. de Stefano Efficient algorithm for second-order reliability analysis J. Engrg. Mech. 117 12 1991 2904-2923
27. W.B. Krätzig Y.S. Petryna Probabilistic reliability assessment of concrete structures, in: S. Lydersen G.K. Hansen H.A. Sandtorv (Eds.). Safety and Reliabiity Proceedings of the ESREL'98, Trondheim/Norway/16-19 June 1998 1998 Balkema Rotterdam 1007-1012
28. W.B. Krätzig Y.S. Petryna F. Stangenberg Measures of structural damage for global failure analysis Int. J. Solids Struct. 37 2000 7393-7407
29. W.B. Krätzig D. Jun Multi-layer multi-director concepts for D-adaptivity in shell theory Comput. Struct. 80 2002 719-734
30. W.B. Krätzig R. Pölling An elasto-plastic damage theory for reinforced concrete with minimum number of material parameters Comput. Struct. 82 2004 1201-1215
31. D. Krajcinovic Damage Mechanics 1996 Elsevier Amsterdam
32. M. Keuser G. Mehlhorn Finite element models for bond problems J. Struct. Engrg. 113 1987 2160-2173
33. H.G. Matthies Ch.E. Brenner Ch.G. Bucher C.G. Soares Uncertainties in probabilistic numerical analysis of structures and solids - Stochastic finite elements Struct. Safety 19 3 1997 231-267
34. R.E. Melchers Structural Reliability Analysis and Prediction 1999 Wiley Chichester
35. G. Merzenich, G. Sedlacek, Hintergrundbericht zum Eurocode 1 - Teil 3.2: Verkehrslasten auf Straǧenbrücken, Technische Bericht, Forschung Straǧenbau und Straǧentechnik. Heft 711, Bundesministerium für Verkehr, Bonn-Bad Godesberg, 1995
36. G. Meschke R. Lackner H.A. Mang An anisotropic elastoplastic-damage model for plain concrete Int. J. Num. Methods Engrg. 42 1998 703-727
37. J.G.M. van Mier Fracture Processes of Concrete 1997 CRC Press London
38. CEB/fip Model Code 1990, Thomas Telford Services Ltd., London, 1991
39. Y. Mori B.R. Ellingwood Reliability-based service life assessment of aging concrete structures J. Struct. Engrg. 119 5 1993 1600-1621
40. D. Naus (Ed.), Proc. 2nd International RILEM Workshop on Life Prediction and Aging Management of Concrete Structures, Paris, 5-6 May 2003, RILEM Publications S.A.R.L., 2003
41. B.H. Oh Fatigue-life distributions of concrete for various stress levels ACI Mater. J. 88 2 1991 122-128
42. M. Ortiz A constitutive theory for the inelastic behavior of concrete Mech. Mat. 4 1985 67-93
43. Y. Petryna D. Pfanner F. Stangenberg W.B. Krätzig Reliability of reinforced concrete structures under fatigue Reliab. Engrg. System Safety 77 3 2002 253-261
44. D. Pfanner F. Stangenberg Y. Petryna Prognostic reliability assessment of ageing reinforced concrete structures, in: G.I. Schuëpller P. Kafka (Eds.). Safety and Reliabiity Proceedings of the ESREL'99, Munich-Garching/Germany/13-17 September 1999 1999 Balkema Rotterdam 575-580
45. D. Pfanner, Zur Degradation von Stahlbetonbauteilen unter Ermüdungsbeanspruchung, Dissertation, Ruhr-Universität Bochum, 2002
46. R. Pölling, Eine praxisnahe, schädigungsorientierte Materialbeschreibung von Stahlbeton für Strukturanalysen, Dissertation, Ruhr-Universitöt Bochum, 2000
47. M.R. Rajashekhar B.R. Ellingwood Reliability of reinforced concrete cylindrical shells J. Struct. Engrg. 121 2 1995 336-347
48. D. Roos, Approximation und Interpolation von Grenzzustandsfunktionen zur Sicherheitsbewertung nichtlinearer Finite-Element-Strukturen, Dissertation, Bauhaus-Universitt Weimar, 2002
49. S. Rostam, Service life design of concrete structures - The potentials of the duracrete methodology. In: Proc. Third DuraNet Workshop, Service Life Design of Concrete Structures - From Theory to Standardization, Tromso, 10-12 June 2001
50. A. Saria, E. Vesikari (Eds.), Durability design of concrete structures, Report of RILEM Technical Committee 130-CSL, London, E & FN Spon, 1996
51. G.I. Schuëller, Design for durability including deterioration and maintenance procedures, Joint Committee on Structural Safety, Working document, Zürich, IABSE-AIPC-IVBH, 1990
52. G.I. Schuëller Ch.G. Bucher U. Bourgund W. Ouypornprasert On efficient computational schemes to calculate structural failure probabilities Prob. Engrg. Mech. 4 1 1989 10-18
53. G.I. Schuëller H.J. Pradlwarter C.G. Bucher Efficient computational procedures for reliability estimates of MDOF systems Int J. Non-Linear Mech. 26 6 1991 961-974
54. G.I. Schuëller et al., COSSAN User's Manual, Stand-Alone Toolbox, Innsbruck, Austria, Institute of Engineering Mechanics, 1996
55. G.I. Schuëller P.D. Spanos (Eds.). Monte-Carlo Simulation 2001 Balkema Lisse
56. M. Schinozuka Basic analysis of structural safety J. Struct. Div. 109 3 1983 721-740
57. J.C. Simo J.W. Ju Strain- and stress-based continuum damage models. 1. Formulation Int. J. Solids Struct. 23 7 1987 821-840
58. J.C. Simo T.J.R. Hughes Computational Inelasticity 1998 Springer New York
59. B.P. Sinha K.H. Gerstle L.G. Tulin Stress-strain relations for concrete under cyclic loading ACI J. 61 2 1964 195-211
60. M. Stewart Serviceability reliability analysis of reinforced concrete structures J. Struct. Engrg. 122 7 1996 794-803
61. M. Stewart D.V. Rosovsky Time-dependent reliabiity of deteriorating reinforced concrete bridge decks Struct. Safety 20 1998 91-109
62. J.G. Teigen D.M. Frangopol S. Sture C. Felippa Probabilistic FEM for nonlinear concrete structures. I. Theory J. Struct. Engrg. 117 9 1991 2674-2689
63. D.V. Val F. Bljuger D. Yankelevsky Reliability evaluation in nonlinear analysis of reinforced concrete structures Struct. Safety 19 2 1997 203-217
64. D.V. Val R.E. Melchers Reliability of deteriorating RC slab bridges J. Struct. Engrg. 123 12 1997 1638-1644
65. E.H. Vanmarcke On the distribution of the first-passage time for normal stationary processes J. Appl. Mech. 42 1975 215-220
66. T. Vrouwenvelder The JCSS probabilistic model code Struct. Safety 18 3 1997 245-251
67. Y.K. Wen H.-C. Chen On fast integration for time variant structural reliability Prob. Engrg. Mech. 2 3 1988 156-162
68. S. Yazdani H.L. Schreyer An anisotropic damage model with dilatation for concrete Mech. Mat. 7 1988 231-244
69. O.C. Zienkiewicz R.L. Taylor The Finite Element Method 2000 Butterworth, Heinemann Oxford