Time dependent effects in cable-stayed bridges built by segmental construction

3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings

Volumn , Issue , 2010, Pages

  Casalegno, Carlo ^a   Sassone, Mario ^a   Chiorino, Mario A ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

Cable stayed bridges; Computational approach; Concrete creep; Modeling: methods and behaviour; Segmental bridge; Viscoelasticity

Indexed keywords

BRIDGES; CABLE STAYED BRIDGES; CABLES; CONCRETES; CREEP; FINITE ELEMENT METHOD; INTEGRAL EQUATIONS; VISCOELASTICITY;

COMPUTATIONAL APPROACH; CONCRETE CREEP; SEGMENTAL BRIDGE; SEGMENTAL CONSTRUCTIONS; STRESS REDISTRIBUTION; TIME-DEPENDENT EFFECTS; TIME-DEPENDENT PROPERTIES; VISCOELASTIC ANALYSIS;

STRUCTURAL DESIGN;

EID: 84893445476     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (31)

1. ACI, 1992, "Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures (ACI 209R-92)", ACI Committee 209-II, chaired by D. J. Carreira, American Concrete Institute, Farmington Hills, Mich., 47 pp., also in: ACI Manual of Concrete Practice, Part 1, MC-1, 1997.
2. ACI, 2008, "Guide for Modeling and Calculating Shrinkage and Creep in Hardened Concrete (209.2R-08)", ACI Committee209, American Concrete Institute, Farmington Hills (USA).
3. Arici, M. and Granata, M.F., 2007, "Removal of Temporary Supports and Creep Effects in the Sequential Construction of Bridges" in J. Gardner and M. A. Chiorino eds., "Structural Implications of Creep and Shrinkage of Concrete", ACI SP-246, pp. 21-36.
4. Bažant Z.P. 1972, "Numerical Determination of Long-range Stress History from Strain History in Concrete", Material and Structures, Vol. 5, 1972, pp. 135-141.
5. Bažant, Z.P., 1972, "Prediction of Concrete Creep Effects Using Age-adjusted Effective Modulus Method", Journal of the American Concrete Institute, V. 69, pp. 212- 217.
6. Bažant, Z. P., 1975, "Theory of Creep and Shrinkage in Concrete Structures: a Précis of Recent Developments", Mechanics Today, Vol.2, Pergamon Press, 1975, pp. 1-93.
7. Bažant, Z. P. and Baweja S., 1995, "Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures - Model B3", RILEM Draft Recommendation, 107-GCS Guidelines for the Formulation of Creep and Shrinkage Prediction Models, Materials and Structures, Vol.28, pp. 357-365, Errata Vol. 29, p. 126, Justification and Refinements, Vol. 28, pp. 415-430, 488-495.
8. Bažant, Z. P. and Baweja S., 2000, "Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures - Model B3", in: A. Al-Manaseer ed., "The A. Neville Symposium: Creep and Shrinkage - Structural Design Effects", ACI SP-194, Am. Concrete Institute, Farmington Hills, Michigan, pp. 1-83.
9. CEB, 1984, "CEB Design Manual on Structural Effects of Time-dependent Behaviour of Concrete", Chiorino M.A. (Chairm. of Edit. Team), Napoli P., Mola F. and Koprna M., (1984), CEB Bulletin d'Information No 142/142 bis, Georgi Publishing Co., Saint- Saphorin, Switzerland, 391 pp.
10. CEB, 1993, "Revision of the Design Aids of the CEB Design Manual Structural Effects of Time- dependent Behaviour of Concrete in Accordance with CEB-FIP Model Code 1990", prepared by M. A. Chiorino and G. Lacidogna, CEB Bulletin d"Information No. 215, Lausanne, 297 pp.
11. Chen D. W., Au F. T. K., Tham L. G., Lee P. K. K., 2000, "Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method", Computers and Structures 74: 1-9.
12. Chiodi, L., 2004, "Creep Analysis of Segmentally Erected Concrete Cable-Stayed Bridges", Proceedings of fib Symp. on Segmental Construction in Concrete, New Delhi, Theme 6, c.d., 13 pp.
13. Chiorino, M.A., Creazza, G., Mola, F., and Napoli, P., 1986, "Analysis of Aging Viscoelastic Structures with n-Redundant Elastic Restraints", Fourth RILEM International Symposium on Creep and Shrinkage of Concrete: Mathematical Modelling, Z.P. Bažant ed., Northwestern University, Evanston, pp. 623-644.
14. Chiorino, M.A. and Lacidogna, G., 1998, "General Unified Approach for Creep Analysis of Concrete Structures", ACI-RILEM Workshop Creep and Shrinkage of Concrete, Paris March 1998, Revue française de génie civil, vol. 3, No 3- 4, 1999, pp. 173-217.
15. Chiorino, M. A., 2005, "A Rational Approach to the Analysis of Creep Structural Effects", in J. Gardner and J. Weiss eds., "Shrinkage and Creep of Concrete", ACI SP- 227, pp.107-141.
16. Cluley N. C., Shepherd R., 1996, "Analysis of concrete cable-stayed bridges for creep, shrinkage and relaxation effects", Computers and Structures 58: 337-350.
17. Freire A.M.S., Negrao J. H. O., Lopes A.V., 2006, "Geometrical nonlinearities on the static analysis of highly flexible steel cable-stayed bridges", Computers and Structures 84: 2128-2140.
18. Giussani, F. and Mola, F., 2003, "Long term Behaviour of Cable-stayed Bridges, Part 1 - Theoretical Approach", Studies and Researches, Vol. 24, Graduate School in Concrete Structures - Fratelli Pesenti, Politecnico di Milano, Italy, pp. 153-187.
19. Ghali, A., Favre,R. and Elbadry, M., 2002, "Concrete Structures - Stresses and Deformations", Spon Press, London and New York, 584 pp.
20. Hong N. K., Chang S. P., Lee S. C., 2002, "Development of ANN-based preliminary structural design systems for cable-stayed bridges", Advanced in Engineering Software 33: 85-96.
21. Kim K. S., Lee H. S., 2001, "Analysis of target configurations under dead loads for cable-supported bridges", Computers and Structures 79: 2681-2692.
22. Karoumi R., 1999, "Some modeling aspects in the nonlinear finite element analysis of cable supported bridges", Computers and Structures 71: 397-412.
23. Negrao J. H. O., Simoes L. M. C., 1997, "Optimization of cable stayed bridges with three-dimensional modelling", Computers and Structures 64: 741-758.
24. Sassone M., Bigaran D. and Casalegno C., 2007, "Numerical Approach to Viscoelastic Analysis of Concrete Structures in the Frame of Equilibrium Method" in J. Gardner and M. A. Chiorino eds., "Structural Implications of Shrinkage and Creep of Concrete", ACI SP-246, 2007, pp. 21-35.
25. Sassone M, Chiorino M. A, Bigaran D, Casalegno C., 2007, "Effects of creep and shrinkage on serviceability limit state, In: Proceedings, Structural Engineering Conferences" (SECON) (HRV), FIB Symposium: "Concrete Structures - Stimulators of Development", Dubrovnik, Croatia, pp. 623-632.
26. Simoes L. M. C., Negrao J. H. O., 2000, "Optimization of cable-stayed bridges with box-girder decks", Advanced in Engineering Software 31: 417-423.
27. Sung Y. C., Chang D. W., Teo E. H., 1996, "Optimum post-tensioning cable forces of Mau-Lo Hsi cable-stayed bridge" Engineering Structures 28: 1407-1417.
28. Takagi R., Nakamura T., Nakagawa K., 1996, "A new design tecnique for prestressed loads of a cable-stayed bridge", Computers and Structures 58: 607-612.
29. Wang P. H., Tang T. Y., Zheng H. N., 2004, "Analysis of cable-stayed bridges during construction by cantilever methods", Computers and Structures 82: 329-346.
30. Wang, P. H., Yang C. G., 1996, "Parametric studies on cable stayer bridges", Computers and Structures 60: 243-260.
31. Creepanalysis, 2004-2007, www.polito.it/creepanalysis, Dipartimento di Ingegneria Strutturale e Geotecnica, Politecnico di Torino, 2004-2007 (web-site).