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Abstract

Research into the bond and durability of polymer-mortared studs was carried out according to the UKA 3 technology method. The studs were also exposed to extreme weather conditions and chemical influences as well. In the pull-out-tests 18-years old bolts had a shear failure between the mortar and the steel stud. The shear strength after 8 1/2 years of weathering reached an average value of 14,5 N/mm2 which corresponds to the average value of bond strength reached after one day of curing.

The bond specimens that were sustained under a steady load and cured in alkalic concentrated water for over a period of 8 1/2 years showed a larger slippage in the bond than those cured under dry condition, the strength, however, was the same.

Moreover it was found that cracks of 0,3 mm in concrete caused a strength reduction of 50% for studs of 20 mm in diameter and 80% for studs of 10 mm in diameter.

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References

  1. Prof. Dr. Ing. G. FRANZ (1966) TU Karlsruhe

    Google Scholar 

  2. Dr. SELL, Report No. 72 019 “Ausziehfestigkeit 10 Jahre in Gebrauch befindlicher, der Witterung und erhöhtem chemischen Angriff ausgesetzter, reaktionsharz-vermörtelter Anker, System Upat UKA 3”

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  3. Dr. SELL, Report No. 73 023 Ergänzungsversuche zum Untersuchungsbericht Nr. 72 019 “Ausziehfestigkeit hochfester Gewindeanker M16, vermörtelt mit UKA 3 Patronen M16, an der Kranbahn der Kohlenbunkerungsanlage des Kraftwerks München-Nord”

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  4. Dr. SELL, Report No. 83 223 “Ausziehfestigkeit 18 Jahre in Gebrauch befindlicher, reaktionsharz-vermörtelter Anker UKA 3 M16”

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  5. Dr. SELL, Report No. 74 048 “Vergleichende Untersuchungen zur Verbundtragfähigkeit im Frischbeton eingelegter Profilstähle und UKA 3 vermörtelter Gewindestäbe”

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  6. Dr. SELL, Report No. 83 231 “Kriechschlupf und Ausziehfestigkeit bei kurz-und langzeitiger Belastung, im trockenen und nassen Normal-und LIAPOR-Beton UKA 3 vermörtelter, trocken und in Wasser gelagerter Anker”

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  7. Dr. SELL, Report No. 85 270 (under preparation)

    Google Scholar 

  8. Dr. SELL, Report No. 85 257 “Ausziehwiderstand von UKA 3 Ankern M10 bis M20 in Abhängigkeit von der Rißweite”

    Google Scholar 

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© 1986 Springer Science+Business Media Dordrecht

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Sell, R. (1986). Bonding of Steelbolts to Concrete by UKA 3 — Technology. In: Sasse, H.R. (eds) Adhesion between polymers and concrete / Adhésion entre polymères et béton. Springer, Boston, MA. https://doi.org/10.1007/978-1-4899-3454-3_57

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  • DOI: https://doi.org/10.1007/978-1-4899-3454-3_57

  • Publisher Name: Springer, Boston, MA

  • Print ISBN: 978-0-412-29050-3

  • Online ISBN: 978-1-4899-3454-3

  • eBook Packages: Springer Book Archive

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