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Ring test for evaluation of bond properties of reinforcing bars

Ralejs Tepfers (Institutionen för byggnadsfysik ; Institutionen för byggnadsteknologi, Byggnadsmaterial) ; Per-Åke Olsson (Institutionen för konstruktionsteknik, Betongbyggnad)
International Conference Bond in Concrete from Research to Practice, Riga, Latvia October 15-17, 1992. CEB Comité International du Béton, RTU Riga Technical University, Riga, Latvia Vol. 1 (1992), p. 1-89 - 1-99.
[Konferensbidrag, refereegranskat]

ABSTRACT A pull-out bond test with short bond length for estimation of the splitting tendency of different rib shapes for reinforcing bars is proposed and investigated. In the test the bond force component along the bar is separated from the radial one. The radial component is determined by measuring circumferential strain in a steel ring surrounding the concrete of the pull-out specimen. The force component, which is longitudinal to the bar, is obtained by supporting the pull-out specimen with a teflon covered circular support close to the bar. Bars with specially turned ribs are studied concerning rib height and rib distance. Swedish standard high bond bars are also studied. The splitting tendency is stated as a function of the slip of the free bar end and also of the related rib area of the bars.

Nyckelord: Concrete, Reinforcement, Bond, Pull-out test, Splitting

The conference proceedings are available from Professor Felikss Bulavs, Riga Technical University RTU, Building Engineering Faculty, Azenes street 16, LV-1048 Riga, Latvia

Denna post skapades 2006-09-25. Senast ändrad 2014-04-04.
CPL Pubid: 21710


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Institutioner (Chalmers)

Institutionen för byggnadsfysik (1992-2004)
Institutionen för byggnadsteknologi, Byggnadsmaterial (1979-1992)
Institutionen för konstruktionsteknik, Betongbyggnad (1971-2004)



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