Connecting Reinforcement to Concrete by Bond
Source abstract
Abstract
Bond research is again in the focus of interest owing to the appearance of new types of reinforcements (e.g. non-metallic reinforcements) and new types of concretes. New materials may bring new aspects to the anyhow complex picture of influencing factors and failure modes. Bond performance has effects both on ultimate behaviour (flexure and shear capacities) and serviceability behaviour (cracking, tension stiffening and deflections). In this paper it is intended to review bond behaviour and modelling to support future research.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Structural Load-Bearing Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (19)
Show source-provided references
1. Mörsch, E.: Reinforced concrete – its theory and application (Der Eisenbetonbau – seine Theorie und Anwendung). Wittwer Verlag 1908 Stuttgart, pp. 48–56.
2. Abrams, D. A.: Tests of Bond between Concrete and Steel. University of Illionis. Urbana, Bulletin No. 71, 1913.
3. Rehm, G.: Basics of bond between steel and concrete (Über die Grundlagen des Verbundes zwischen Stahl und Beton). Deutscher Ausschuss für Stahlbeton, Heft 136, Berlin, 1963.
4. Goto · ACI Journal · 1971 · 244
5. Eligehausen, R.: Lap splices of straight reinforcing bars (Übergreifungsstöße zugbeanspruchter Rippenstäbe mit geraden Stabenden). Deutscher Ausschuss für Stahlbeton, Heft 301, Berlin, 1979, 188 p.
6. Eligehausen, R., Kreller, H., Langer, P.: Bond studies for deformed bars with practical concrete covers (Untersuchungen zum Verbundverhalten gerippter Bewehrungsstäbe mit praxisüblicher Betondeckung). Report, Universität Stuttgart IWB 1989/5.
7. Martin, H.: Bond performance of ribbed bars (pull-out-tests): Influence of concrete composition and consistency, Bond in Concrete, Proceedings. Applied Science Publishers London, 1982, pp. 289–299.
8. Soretz · ACI Journal · 1979 · 76 · 111
9. Eligehausen, R., Popov, E. P., Bertero, V. V.: Local Bond Stress-Slip Relationships of Deformed Bars Under Generalized Excitations. Report No UCB/EERC 82-23, Earthquake Engineering Research Center, University of California, Berkeley, California, Oct. 1983, p. 169.
10. Vos, E., Reinhardt, H.W.: Bond stress-slip behaviour of deformed bars, plain bars and strands under impact loading. Bond in Concrete, Proceedings, Applied Science Publishers London, 1982, pp. 173–182.
11. Rehm, G., Eligehausen, R.: Influence of cyclic loading on the bond behaviour of deformed bars (Einfluss einer nicht ruhenden Belastung auf das Verbundverhalten von Rippenstäben). Betonwerk-Fertigteil-Technik, Heft 6, 1977.
12. Balázs · ACI Materials Journal · 1991 · 620
13. Harajii · ACI Materials Journal · 1995 · 92 · 343
14. Hamza · ACI Materials Journal · 1996 · 93 · 578
15. Ciampi, V., Eligehausen, R., Bertero, V., and Popov, E.: Analytical Model for Deformed Bar Bond under Generalized Excitations. Report of the University of Berkeley, No. UCB/EERC-82/23 November 1982, 111 p.
16. Balázs, G. L.: Bond model with non-linear bond-slip law. Studi e Ricerche, Vol 9, 1987, Politecnico di Milano, pp. 157–180.
17. Balázs, · PCI Journal · 1992 · 66
18. Balázs, · ACI Materials Journal · 1993 · 90 · 66
19. Borosnyói · Journal CONCRETE STRUCTURES · 2002 · 3 · 75