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  • Load-bearing capacity of fine grained cement-based composite materials UHPFRC depends on the homogeneity of the steel fiber distribution at cross section. The homogeneity of the steel fiber distribution has significant effect to the mechanical properties of UHPFRC elements, especially at tensile strength in bending. The load-bearing capacity depending on the homogeneity of steel fibers at the permanent formwork slabs made from UHPFRC is shown in this paper.
  • Load-bearing capacity of fine grained cement-based composite materials UHPFRC depends on the homogeneity of the steel fiber distribution at cross section. The homogeneity of the steel fiber distribution has significant effect to the mechanical properties of UHPFRC elements, especially at tensile strength in bending. The load-bearing capacity depending on the homogeneity of steel fibers at the permanent formwork slabs made from UHPFRC is shown in this paper. (en)
Title
  • Dependence of load bearing capacity and homogeneity of the steel fiber distribution
  • Dependence of load bearing capacity and homogeneity of the steel fiber distribution (en)
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  • Dependence of load bearing capacity and homogeneity of the steel fiber distribution
  • Dependence of load bearing capacity and homogeneity of the steel fiber distribution (en)
skos:notation
  • RIV/68407700:21610/14:00222409!RIV15-GA0-21610___
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  • P(GA13-15175S)
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  • 10253
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  • RIV/68407700:21610/14:00222409
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  • UHPFRC; homogeneity; distribution; steel fibers; load-bearing capacity (en)
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  • [DBD3FB475C77]
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  • Mariánské Lázně
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  • Plzeň
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  • 52nd International Conference on Experimental Stress Analysis 2014
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  • Huňka, Petr
  • Kolísko, Jiří
  • Rydval, Milan
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  • Výzkumný a zkušební ústav Plzeň s.r.o.
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  • 978-80-261-0377-6
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  • 21610
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