Numerical modelling of bond behaviour in RC structures affected by reinforcement corrosion

Engineering Structures

Volumn 30, Issue 5, 2008, Pages 1375-1385

  Berto, Luisa ^a   Simioni, Paola ^b   Saetta, Anna ^b  

^a UNIVERSITY OF PADOVA   (Italy)

^b UNIVERSITY IUAV OF VENICE   (Italy)

Author keywords

Beam test; Bond strength; Damage model; Finite element method; Pull out test; Reinforced concrete; Steel reinforcement corrosion

Indexed keywords

BOND STRENGTH (MATERIALS); COMPUTER SIMULATION; DEGRADATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STEEL CORROSION;

BEAM TEST; MECHANICAL-ENVIRONMENTAL DAMAGE MODEL; PULL OUT TEST; STEEL CROSS-SECTION; STEEL REINFORCEMENT CORROSION;

REINFORCED CONCRETE;

BOND STRENGTH (MATERIALS); COMPUTER SIMULATION; DEGRADATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; REINFORCED CONCRETE; STEEL CORROSION;

COMPUTER SIMULATION; CORROSION; EXPERIMENTAL STUDY; NUMERICAL MODEL; PULLOUT TEST; REINFORCED CONCRETE; REINFORCEMENT; STEEL;

EID: 41549132990     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.08.003     Document Type: Article

References (32)

1. Almusallam A.A., Al-Gahtani A.S., Aziz A.R., Dakhil F.H., and Rasheeduzzafar. Effect of reinforcement corrosion on flexural behaviour of concrete slabs. Journal of Materials in Civil Engineering, ASCE 8 (1996) 123-127
2. Almusallam A.A., Al-Gahtani A.S., Maslehuddin M., Khan M.M., and Aziz A.R. Evaluation of repair materials for functional improvement of slabs and beams with corroded reinforcement. Proceedings of the Institution of Civil Engineering Structures and Buildings 122 (1997) 27-34
3. Almusallam A.A. Effect of degree of corrosion on the properties of reinforcing steel bars. Construction and Building Materials 15 (2001) 361-368
4. Cabrera J.G. Deterioration of concrete due to reinforcement steel corrosion. Cement and Concrete Composites 18 1 (1996) 47-59
5. Castel A., François R., and Arliguie G. Mechanical behaviour of corroded reinforced concrete beams-Part 1: Experimental study of corroded beams. Materials and Structures 33 (2000) 539-544
6. Castel A., François R., and Arliguie G. Mechanical behaviour of corroded reinforced concrete beams-Part 2: Bond and notch effects. Materials and Structures 33 (2000) 545-551
7. Rodriguez J., Ortega L.M., and Casal J. Load carrying capacity of concrete structures with corroded reinforcement. Construction and Building Materials 11 4 (1997) 239-248
8. Coronelli D., and Gambarova P. Structural assessment of corroded reinforced concrete beams: Modeling guidelines. Journal of Structural engineering 130 8 (2004) 1214-1224
9. Lee H.S., Noguchi T., and Tomosawa F. Evaluation of bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion. Cement and Concrete Research 32 (2002) 1313-1318
10. Spacone E., and Limkatanyu S. Responses of reinforced concrete members including bond-slip effects. ACI Structural Journal 97 6 (2000) 831-839
11. Wang X., and Liu X. Modeling bond strength of corroded reinforcement without stirrups. Cement and Concrete Research 34 (2004) 1331-1339
12. Wang X., and Liu X. Bond strength modeling for corroded reinforcements. Construction and Building Materials 20 (2006) 177-186
13. Dekoster M., Buyle-Bodin F., Maurel O., and Delmas Y. Modelling of the flexural behaviour of RC beams subjected to localised and uniform corrosion. Engineering Structures 25 (2003) 1333-1341
14. Féderation International du Béton (fib Bulletin). Bond of reinforcement in concrete. State-of-Art Rep., Bulletin No. 10, International Federation for Structural Concrete, Switzerland. 2000
15. Saetta A., Scotta R., and Vitaliani R. Mechanical behaviour of concrete under physical-chemical attacks. Journal of Engineering Mechanics, ASCE 124 10 (1998) 1100-1109
16. Saetta A., Scotta R., Vitaliani R.. Reliability of reinforced concrete structures under chemical-physical attack, invited paper, AJSE 23:2C, Theme Issue Concrete Repair, Rehabilitation & Protection. 1998
17. Saetta A., Scotta R., and Vitaliani R. Coupled environmental-mechanical damage model of RC structures. Journal of Engineering Mechanics, ASCE 125 8 (1999) 930-940
18. Al-Sulaimani G.J., Kaleemullah M., Basunbul I.A., and Rasheeduzzafar. Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members. ACI Structural Journal 87 2 (1990)
19. Farja R., and Oliver J. A strain-based viscous-plastic-damage model for massive concrete structures. International Journal of Solids and Structures 35 (1998) 1533-1558
20. Creazza G, Saetta A, Scotta R, Vitaliani R, Oñate E. Mathematical simulation of structural damage in historical buildings, Structural Studies of Historical Buildings. (published in Architectural Studies, Materials & Analysis) Brebbia, Leftheris editors., Comp. Mech. Publ., vol. 1. 1995. p. 111-118
21. Oñate E, Hanganu A, Barbat A, Oller S, Vitaliani R, Saetta A. Structural analysis and durability assessment of historical construction using a finite element damage model, Publication CIMNE, n. 73, 1995
22. Pijaudier-Cabot G., Gerard B., and Molez L. Damage mechanics of concrete structures subjected to mechanical and environmental actions. In: De Borst, Bicanic, Mang, and Meschke (Eds). Euro-C, Computational modeling of concrete structures (1998), Balkema, Rotterdam
23. Gerard B., Pijaudier-Cabot G., and Laborderie C. Coupled diffusion-damage modeling and the implications on failure due to strain localization. International Journal of Solids and Structures 35 31-32 (1998) 4107-4120
24. CEB. In: Thomas Telford, editor. Reinforced concrete frames under earthquake loading. State of the Art Report, 1996
25. Lowes L.N., Moehle J.P., and Govindjee S. Concrete-steel bond model for use in finite element modeling of reinforced concrete structures. ACI Structural Journal 101 4 (2004)
26. CEB. FIP Model Code 90, Telford, London. 1992
27. Eligenhausen R, Popov EP, Bertero VV. Local bond stress-slip relationships of deformed bars under generalized excitations. Earthquake Engineering Research Council (EERC) Rep. No. 83/23, Univ. of California, Berkeley, CA. 1983
28. Rilem Report 14. In: Sarja, and Vesikari (Eds). Durability design of concrete structures (1996), E & FN Spon, London
29. Andrade C, Alonso C, Garcia D, Rodriguez J. Remaining lifetime of reinforced concrete structures: Effect of corrosion on the mechanical properties of the steel. In: Int. Conf. on life prediction of corrodible structures, NACE, 12/1-12/11. 1991
30. Al Hashemi M, De Sanctis M, Salvatore W, Valentini R. Effects of corrosion induced damages on tensile and fatigue properties of concrete reinforcing bars. In: XII Covegno Anidis-L'Ingegneria Sismica in Italia, Pisa, Italy. 2007
31. Rodriguez J, Ortega LM, Casal J. Corrosion of reinforcing bars and service life of reinforced concrete structures: Corrosion and bond deterioration. In: International conference 'concrete across borders', 1994
32. Auyeung Y., Balaguru P., and Chung L. Bond behaviour of corroded reinforcing bars. ACI Material Journal 97 2 (2000)