Communications - Scientific Letters of the University of Zilina 2002, 4(1):103-109 | DOI: 10.26552/com.C.2002.1-2.103-109

Durability of Polymer Concretes

Katarina Slopkova1
1 University of Zilina, Faculty of Civil Engineering, Department of Buildings Constuctions, Slovakia

Decrease of the compressive strength and the flexural strength of polymer concretes based on an epoxy resin as a result of repetitive effect of frost, increased temperatures 40 °C and 80 °C and long-term water effect.

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Published: June 30, 2002  Show citation

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Slopkova, K. (2002). Durability of Polymer Concretes. Communications - Scientific Letters of the University of Zilina, 4(1-2), 103-109. doi: 10.26552/com.C.2002.1-2.103-109
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    References

    1. ŠLOPKOVÁ, K.: Durability of plastic concrete, Journal building research, 34, No. 9, VEDA Bratislava 1986
    2. BAREŠ, R. A.: Composite materials, SNTL Prague 1982
    3. ŠLOPKOVÁ, K.: Properties of polymer concretes, Studies of VŠDS, Žilina 1987, Vol. 11
    4. ŠLOPKOVÁ, K.: Fracture surfaces of polymer concretes, MATBUD 2000, International conference, Krakow 2000

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