Steel-concrete interface: revisiting constitutive and numerical modeling

Computers and Structures

Volumn 71, Issue 5, 1999, Pages 489-503

  Desir J M ^a,b   Romdhane, M R B ^b   Ulm, F J ^a,b   Fairbairn, E M R ^a  

^a FEDERAL UNIVERSITY OF RIO DE JANEIRO   (Brazil)

^b Div Betons Ciments Pour O   (France)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; CONCRETES; FINITE ELEMENT METHOD; INTERFACES (MATERIALS); REINFORCEMENT; STEEL;

BOND SLIP; STEEL CONCRETE INTERFACE;

COMPUTER SIMULATION;

EID: 0345044908     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(98)00308-3     Document Type: Article

References (27)

1. Balakrishnan S., Murray D.W. Concrete constitutive model for NLFE analysis of structures. Journal of Structural Engineering. 114:1988;1449-1466.
2. Bigaj A. Bond behaviour of deformed bars in NSC and HSC - experimental study. Delft University of Technology, Report no. 25.5-95-11 1995.
3. Cervenka V., Pukl R., Eligehausen R. Computer simulation of anchoring technique in reinforced concrete beams. Bianici N. Proceedings of the International Conference on Computer Aided Analysis and Design of Concrete Structures. 1990;Pineridge Press, Swansea. Part I.
4. Coussy O. Mechanics of porous continua. 1995;Wiley, Chichester.
5. de Groot AK, Kusters GMA, Monnier J. Numerical modeling of bond-slip behavior. Heron 1981;26(1B:1 - 90).
6. Clément JL. Interface acier-béton et comportement des structures en béton armé. Caractérisation-modélisation. Doctoral thesis, Université Paris 6 1987.
7. Eligenhausen R, Popov EP, Bertero VV. Local bond stress-slip relationships of deformed bars under generalized exitations. University of California, Report no. UCB/EERC-83/23 of the National Science Foundation 1983.
8. Fairbairn EMR, Ebecken NFF, Goulart E, Paz CNM. Probabilistic modeling of concrete cracking: using neural network to solve the inverse problem. In: Advances in Engineering Computational Technology. Edinburgh; CIVIL-COMP Press, 1998. pp. 215-219 August, Edinburgh. (in press).
9. Feenstra PH, de Borst R, Rots JG. Numerical study on crack dilatancy. I: models and stability analysis; II application. Journal of Engineering Mechanics ASCE 1992;117(4):733 - 69.
10. Fergusson PM, Bond-stress - the state of the art, ACI Journal 1966; (November):1161 - 88.
11. Foegl H, Mang HA. Tension stiffening concept based on bond slip. Journal of Strectural Division, ASCE 1983;108(ST12:2681 - 701).
12. Germain P., Nguyen Q.S., Suquet P. Continuum thermodynamics. J Appl Mech. 50:1983;1010-1020.
13. Giuriani E. Theoretical analysis of the early stage in R.C. beams. CEB 1982;153:91 - 116.
14. Lemaitre J., Chaboche J.L. Mechanics of solid materials. 1990;Cambridge University Press, Cambridge.
15. Lutz LA, Gergely P. Mechanics of bond and slip of deformed bars in concrete, ACI Journal 1967;64(11):711 - 721.
16. Ngo D., Scordelis A.C. Finite element analysis of reinforced concrete beams. Journal of the American Concrete Institute. 64:1967;152-163.
17. Rehm G. Urber die Grundlagen des Verbundes zwinschen stahl und beton. DAFS 1961;138:59.
18. Rice J.R. Inelastic constitutive relations for solids: an internal variable theory and its application to metal plasticity. Journal of Mechanics and Physics of Solids. 24:1971;401-518.
19. Rossi P., Wu X. A probabilistic model for material behaviour and appraisal of the concrete structures. Cement and Concrete Research. 44:(161):1992;271-280.
20. Rots JG. Computational modeling of concrete fracture. Dissertation, Delft University of Technology, Delft 1988.
21. Salençon J. Mécanique des milieux continus: Elasticité - Milieux curvilignes. vol. II:1988;Ellipses, Paris.
22. Sluys L.J., de Borst R. Failure in plain and reinforced concrete - an analysis of crack width and crack spacing. International Journal of Solids and Structures. 33:1996;3257-3276.
23. Simo JC, Hughes TJR. Computational Inelasticity. New York: Springer Verlag, 1998.
24. Stoker MF, Sozen MA. Investigations of prestressed R.C. for highway bridges. Part V: bond characteristics of prestressed strand. Eng Exp Station, Bulletin 503, University of Illinois 1970.
25. Tassios TP, Yannopoulos PJ. Analytical studies on reinforced concrete members under cyclic loading based on bond stress-slip relationships. ACI Journal 1981; May-June: 206 - 16.
26. Terfers R. Bond stress along lapped reinforcing bar. Magazine of Concrete Research. 31:(106):1980;135-142.
27. Ulm F.J. Modeling of prestressing of concrete structures: a boundary condition problem of slip at interface. Computational Modeling of Concrete Structures. 2:1994;785-794. EURO-C.