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Description
  • Strut and Tie models are very good means for calculating the high beams, deep beams, walls or conventional beams exposed to shear or combination of shear and bending. Already a few decades are being developed and applied to concrete structures, but lately in the world there have been attempts to apply them to new material, namely the steel fiber reinforced concrete - ie, the steel fiber reinforced concrete reinforced of the bar reinforcement. While the concrete structures are ties of strut and tie model replaced with reinforcement bars, a crucial point of strut and tie model for steel fiber reinforced concrete structures is to determine to what degree the steel fiber reinforced concrete contributes of its tensile strength and then what percentage of the tensile stress (tensile force) transfers designed reinforcement bars.
  • Strut and Tie models are very good means for calculating the high beams, deep beams, walls or conventional beams exposed to shear or combination of shear and bending. Already a few decades are being developed and applied to concrete structures, but lately in the world there have been attempts to apply them to new material, namely the steel fiber reinforced concrete - ie, the steel fiber reinforced concrete reinforced of the bar reinforcement. While the concrete structures are ties of strut and tie model replaced with reinforcement bars, a crucial point of strut and tie model for steel fiber reinforced concrete structures is to determine to what degree the steel fiber reinforced concrete contributes of its tensile strength and then what percentage of the tensile stress (tensile force) transfers designed reinforcement bars. (en)
Title
  • Náhradní příhradové modely pro předpjaté drátkobetonové konstrukce
  • Náhradní příhradové modely pro předpjaté drátkobetonové konstrukce (en)
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  • Náhradní příhradové modely pro předpjaté drátkobetonové konstrukce
  • Náhradní příhradové modely pro předpjaté drátkobetonové konstrukce (en)
skos:notation
  • RIV/68407700:21610/14:00219710!RIV15-MSM-21610___
http://linked.open...avai/riv/aktivita
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  • 31423
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  • RIV/68407700:21610/14:00219710
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  • steel fiber reinforced concrete; Strut ant Tie method; prestress; girders; Atena 3D (en)
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http://linked.open...ontrolniKodProRIV
  • [BE0ABD22B3FB]
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  • Čech, Jindřich
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  • 21610
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