A two-phase one dimensional model for steel-concrete interaction

Computers and Structures

Volumn 65, Issue 6, 1997, Pages 781-794

  Yankelevsky, David Z ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; STEEL; STIFFNESS; STRAIN; STRESS ANALYSIS; STRESS CONCENTRATION; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

BOND SLIP LAW;

REINFORCED CONCRETE;

EID: 0031332994     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(97)00075-8     Document Type: Article

References (21)

1. Bertero, V. V. and Bresler, B. Behavior of reinforced concrete under repeated load. Journal of the Structural Engineering Division, ASCE, 1968, 94(6), 1567-1590.
2. Russo, G., Zingone, G. and Romano, F. Analytical solution for bond slip of reinforced bars in R.C. joints. Journal of the Structural Engineering Division, ASCE, 1990, 116(2), 336-355.
3. Yankelevsky, D. Z. Bond action between concrete and a deformed bar - A new model. ACI Journal, 1985, 82(2), 154-161.
4. Bulletin D'information, no 151, CEB, April 1982.
5. Ciampi V., Eligehausen R., Bertero V. V. and Popov E. P., Analytical Model for Concrete Anchorages of Reinforcing Bars Under Generalized Excitations Report no. EERC 82-83, Earthquake Engineering Research Center. University of California, Berkeley, 1982.
6. Martin H., Zusamenhang Zwichen Oberflachenbeschaffenheit, Verbund Und Sprengvirkung Von Bewerhrungsstahlen Unter Kurzzeitbelastung Deutcher Ausschuss für Stahlbeton, Heft 228, Berlin, 1973.
7. Morita S. and Kaku T., Local bond stress slip relationship under repeated loading. In Symposium on Resistance and Ultimate Deformability of Structures Acted On By Well Defined Repeated Loads. IABSE, Lisbon, 1973.
8. Tassios, T. P. and Yannopoulos, P. J. Analytical studies on reinforced concrete members under cyclic loading based on bond slip relationships. ACI Journal, 1981, (2), 206-216.
9. Ouyang, C. and Shah, S. P. Fracture energy approaches for predicting cracking of reinforced concrete tensile members. ACI Structural Journal, 1994, 91(1), 69-78.
10. Keuser, M. and Melhorn, G. Finite element models for bond problems. Journal of the Structural Engineering Division, ASCE, 1987, 113(10), 2160-2173.
11. Monti G., Spacone E. and Filippou F. C., Model for anchored reinforcing bars under seismic excitations. Report no. UCB/EERC-93/08. Earthquake Engineering Research Center, University of California, Berkeley, 1993.
12. Plaines P., Tasios T. P. and Vintzelou E., Bond relaxation and bond stress creep under monotonic and cyclic actions. In Bond in Concrete, ed. P. Bartos. Applied Science, U.K., 1982, pp. 193-204.
13. Tassios, T. P. and Koroneos, E. G. Local bond-slip relationships by means of the Moire method. ACI Journal, 1984, 81(1), 27-34.
14. Viwathanatepa S., Popov E. P. and Bertero V. V., Effects of Generalized Loadings on Bond of Reinforcing Bars Embedded in Well Confined Concrete Report no. EERC 79/22. Earthquake Engineering Center, Berkeley, 1979.
15. Franke L., Einfluss Der Belastungsdauer Auf Das Verbundverhalten Von Stahl Beton/Verbundkriechen Deutcher Ausschuss fur Stahlbeton. Heft 268, Berlin, 1976.
16. Schafer, H. A contribution to the solution of contact problems with the aid of bond elements. Computer Methods in Applied Mechanics and Engineering, 1975, 6(3), 00-00.
17. ACI Committee 408 Bond under cyclic loading - state of the art. ACI Materials Journal, 1991, 88(6), 669-673.
18. CEB Task Group VI, Bond Action behavior of reinforcement - State of the Art Report Comitee Euro-International du Beton, Paris, 1981.
19. Abrishami, H. H. and Mitchell, D. Simulation of uniform bond stress. ACI Materials Journal, 1992, 89(2), 161-168.
20. Abrishami, H. H. and Mitchell, D. Analysis of bond stress distributions in pullout specimens. Journal of Structural Engineering, ASCE, 1996, 122(3), 255-261.
21. Yankelevsky, D. Z. A new finite element for bond slip analysis. Journal of the Structural Engineering Division, ASCE, 1984, 111(7), 00-00.