Bond strength tests on deformed reinforcement in normal weight concrete

Materials and Structures/Materiaux et Constructions

Volumn 30, Issue 7, 1997, Pages 424-429

  Walker, P R ^a   Batayneh, M K ^b   Regan, P E ^c,d,e  

^a OXFORD BROOKES UNIVERSITY   (United Kingdom)

^b Dan Construction   (United Kingdom)

^c UNIVERSITY OF WESTMINSTER   (United Kingdom)

^d RILEM ^*

^e Editorial Group of TC 090 FMA

Author keywords

[No Author keywords available]

Indexed keywords

BARS (METAL); BOND STRENGTH (MATERIALS); CASTING; PRESSURE EFFECTS; STRESS ANALYSIS;

BOND STRESS RATIO;

CONCRETE REINFORCEMENTS;

EID: 0031199489     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02498566     Document Type: Article

References (13)

1. Untrauer, R.E. and Henry, R. L., 'Influence of normal pressure on bond strength', ACI Journal Proceedings (62-36) (1965) 577-585.
2. Robins, P.J. and Standish, I.G., 'Effect of lateral pressure on bond of reinforcing bars in concrete' in 'Bond in Concrete', Proceedings of an International Conference, Paisley College of Technology, June 1982 (Applied Science Publishers, 1982) 262-272.
3. Robins, P.J. and Standish, I.G., 'The Influence of lateral pressure upon anchorage bond', Magazine of Concrete Research 36 (129) (1984) 195-202.
4. CEB Bulletin d'Information No 151: 'Bond Action and Bond Behaviour of Reinforcement' - State-of-the-Art Report (Comité Euro-International du Béton, Paris, France, April 1982) 1-153.
5. Schmidt-Thrö, G., Stökl, S. and Kupfer, H., 'Verankerung der Bewehrung am Endauflager bei Einachsiger Querpressung' (Anchorage of Reinforcement at an End Bearing with Uniaxial Lateral Pressure'), (Lehrstuhl für Massivbau, Institut für Bauingenieurwesen III, Technische Universität, München, Mai 1986).
6. Schmidt-Thrö, G., Stökl, S. and Kupfer, H., 'Einflu Einer Einachsigen Querpressung und der Verankerungslänge auf das Verbundverhalten von Rippenstählen in Beton' ('Influence of Uniaxial Lateral Pressure and the Length of Anchorage on the Bond Behaviour of Deformed Bars in Concrete'), Ibid., August 1986.
7. Nagatomo, K. and Kaku, T., 'Bond behaviour of deformed bars under lateral compressive and tensile stress' in 'Bond in Concrete', Proceedings of an International Conference, Riga Technical University, October 1992 (Riga Technical University, Riga, Latvia, 1992) 1/69-1/78.
8. Malvar, L.J., 'Confinement stress dependent bond behaviour, Part 1: Experimental investigation' in 'Bond in Concrete', Ibid. 1/79-1/88.
9. Cox, J.V. and Hermann, L.R., 'Confinement Stress Dependent Bond Behaviour, Part II: A Two Degree of Freedom Plasticiy Model' in 'Bond in Concrete', Ibid. 11/11-11/20.
10. CEB Bulletin d'Information No 204: 'Final Draft of Model Code 1990' (Comité Euro-International du Béton - Fédération Internationale de la Précontrainte, Paris, France, July 1991).
11. Batayneh, M.K., 'The Effects of Lateral Compression on Bond Between Deformed Reinforcing Bars and Concrete', Dissertation submitted in partial fulfilment of the requirement for the award of PhD. of Oxford Brookes University (1993).
12. BS4449: 'Specification for Carbon Steel Bars for the Reinforcement of Concrete' (British Standards Institution, London, England, 1988).
13. BS8110, Part I: 'The Structural Use of Concrete' (British Standards Institution, London, England, 1985).