Strains in steel bars of reinforced concrete elements subjected to repeated loads

Journal of Strain Analysis for Engineering Design

Volumn 39, Issue 5, 2004, Pages 447-457

  Fantilli, A P ^a   Vallini, P ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

Bond slip; Cyclic loading; Damage; Fictitious crack model; Reinforced concrete structures; Tension stiffening

Indexed keywords

CRACK PROPAGATION; CYCLIC LOADS; ELASTIC MODULI; MATHEMATICAL MODELS; RESIDUAL STRESSES; STEEL; STIFFNESS; STRAIN;

BOND SLIP; CYCLING LOADING; FICTITIOUS CRACK MODELS; TENSION STIFFNESS;

REINFORCED CONCRETE;

EID: 5444270673     PISSN: 03093247     EISSN: None     Source Type: Journal    
DOI: 10.1243/0309324041896489     Document Type: Article

References (24)

1. CEB 235 Serviceability Models, Bulletin d'Information 235, 1997 (Comité Euro-International du Beton, Lausanne, Switzerland).
2. Clark, A. P. Cracking in reinforced concrete flexural members. J. Am. Concr. Inst., 1956, 27(8), 851-862.
3. Bertero, V. V. and Popov, E. P. Seismic behaviour of ductile moment-resisting reinforced concrete frames. In Reinforced Concrete Structures in Seismic Zones, ACI Special Publication, SP-53, 1977, pp. 247-291.
4. Paulay, T., Park, R. and Priestley, J. N. Reinforced concrete beam-column joints under seismic actions. Am. Concr. Inst. J., 1978, 75(11), 585-593.
5. Durrani, A. J. and Wight, J. K. Behavior of interior beam-to-column connections under earthquake-type loading. Am. Concr. Inst. J., 1985, 82(3), 343-349.
6. Ehsani, M. R. and Wight, J. K. Exterior reinforced concrete beam-to-column connections subjected to earthquake-type loading. Am. Concr. Inst. J., 1985, 82(4), 492-499.
7. Fantilli, A. P., Ferretti, D., Iori, I. and Vallini P. Flexural deformability of reinforced concrete beams. Am. Soc. Civ. Engrs J. Structural Engng, 1998, 124(9), 1041-1049.
8. Kwak, H. G. and Kim, S. P. Nonlinear analysis of RC beam subject to cyclic loading. Am. Soc. Civ. Engrs J. Structural Engng, 2001, 127(12), 1436-1444.
9. Bresler, B. and Bertero, V. Behavior of reinforced concrete under repeated load. J. Structural Div., Am. Soc. Civ. Engrs, 1968, 94(ST6), 1567-1590.
10. Morita, S. and Kaku, T. Cracking and deformation of reinforced concrete prism subjected to tension. In Proceedings of CEB-Rilem Colloquium on Behaviour in Service of Concrete Structures, Liège, Belgium, 1975, pp. 583-594.
11. Günther, G. and Mehlhorn, G. Crack widths and deformation behavior of reinforced concrete structures. In IABSE Symposium on Durability of Structures, Lisbon, Portugal, 1989, Vol. 57/1, pp. 231-236.
12. Eurocode 2 Design of Concrete Structures. Part 1: General Rules and Rules for Buildings, 2001 (European Committee for Standardization, Brussels, Belgium).
13. Shima, H. and Tamai, S. Tension stiffness model under reversed loading including post yield range. In Proceedings of the IABSE Symposium on Computational Mechanics of Concrete Structures, Delft, The Netherlands, 1987, Vol. 54, pp. 547-556.
14. Yannopoulos, P. J. and Tassios, T. P. Reinforced concrete axial elements analyzed under monotonic and cyclic actions. Am. Concr. Inst. Structural J., 1991, 88(1), 3-11.
15. Fantilli, A. P., Ferretti, D., Iori, I. and Vallini, P. Behaviour of R/C elements in bending and tension: the problem of minimum reinforcement ratio. In Minimum Reinforcement in Concrete Members, ESIS Publication 24 (Ed. A. Carpinteri), 1998, pp. 99-125 (Elsevier, Amsterdam).
16. Ciampi, V., Eligehausen, R., Bertero, V. and Popov, E. P. Analytical model for deformed bar bond under generalized excitations. In Proceedings of the IABSE Symposium on Advanced Mechanics of Concrete Structures, Delft, The Netherlands, 1981, Vol. 34, pp. 53-67.
17. Ciampi, V., Eligehausen, R., Bertero, V. V. and Popov, E. P. Analytical model for concrete anchorages of reinforcing bars under generalized excitations. Report UCB/EERC 82/23, University of California, Berkeley, California, 1982.
18. Eligehausen, R., Popov, E. P. and Bertero V. V. Local bond stress-slip relationships of deformed bars under generalized excitations. Report UCB/EERC 83/23, University of California, Berkeley, California, 1983.
19. CEB 203-205 CEB-FIP Model Code 1990, Bulletin d'Information 203-205, 1991 (Comité Euro-International du Beton, Lausanne, Switzerland).
20. Fantilli, A. P. and Vallini, P. A study on R/C tension members under repeated load. In Proceedings of the Fourth Conference on Fracture Mechanics of Concrete Structures, Cachan, France, 2001, pp. 1557-1566.
21. Pochanart, S. and Harmon, T. Bond slip model for generalized excitations including fatigue. Am. Concr. Inst. Mater. J., 1989, 86(5), 465-474.
22. Hillerborg, A., Modéer, M. and Petersson, P. E. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cement Concr. Res., 1976, 6, 773-782.
23. Hordijk, D. A. Local approach to fatigue of concrete. Doctoral thesis, Technische Universiteit te Delft, The Netherlands, 1991.
24. Plizzari, G. A., Cangiano, S. and Alleurzo, S. The fatigue behaviour of cracked concrete. Fatigue Fracture Engng Mater. Structs, 1997, 20(8), 1195-1206.