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Frost-damaged concrete: Part 2. Bond properties

Kamyab Zandi Hanjari (Institutionen för bygg- och miljöteknik, Konstruktionsteknik) ; Peter Utgenannt ; Karin Lundgren (Institutionen för bygg- och miljöteknik, Konstruktionsteknik)
4th International Conference on Construction Materials: Performance, Innovations and Structural Implications p. 761-766. (2009)
[Konferensbidrag, refereegranskat]

In an experimental investigation, pull-out tests were carried out on a reference and frost-damaged concrete. The level of frost damage was quantified by relative dynamic modulus of elasticity calculated from ultrasonic measurements. The test results showed significant influence of freeze-thaw cycles not only on the bond strength but also on the slip at the maximum bond. However, similar residual bond strength was observed for the reference and frost-damaged concrete. Finally, the results were compared with pull-out tests of frost-damaged concrete available in literature and the bond capacity and slip at maximum bond were discussed.

Nyckelord: concrete, frost damage, bond properties, pull-out tests

Denna post skapades 2009-11-22. Senast ändrad 2014-10-27.
CPL Pubid: 101985


Institutioner (Chalmers)

Institutionen för bygg- och miljöteknik, Konstruktionsteknik (2005-2017)



Chalmers infrastruktur