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  • The distribution of longitudinal shear along an interface between steel and concrete of composite trusses is presented. The investigation started with tests of two steel and concrete composite truss girders. Experimental results have served for calibration of non-linear 3D numerical FE model formulated using ANSYS software package. More than 30 variants of shear connections of a simple truss have been studied, having various load-slip relationship. Comparison of the numerical results with proposals given in Eurocode 4 and influence of shear connection densification above truss nodes are discussed in a detail.
  • The distribution of longitudinal shear along an interface between steel and concrete of composite trusses is presented. The investigation started with tests of two steel and concrete composite truss girders. Experimental results have served for calibration of non-linear 3D numerical FE model formulated using ANSYS software package. More than 30 variants of shear connections of a simple truss have been studied, having various load-slip relationship. Comparison of the numerical results with proposals given in Eurocode 4 and influence of shear connection densification above truss nodes are discussed in a detail. (en)
Title
  • Longitudinal Shear in Composite Steel and Concrete Trusses
  • Longitudinal Shear in Composite Steel and Concrete Trusses (en)
skos:prefLabel
  • Longitudinal Shear in Composite Steel and Concrete Trusses
  • Longitudinal Shear in Composite Steel and Concrete Trusses (en)
skos:notation
  • RIV/68407700:21110/09:00157125!RIV10-MSM-21110___
http://linked.open...avai/riv/aktivita
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  • Z(MSM6840770001)
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  • 6
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  • 324090
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  • RIV/68407700:21110/09:00157125
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  • Composite Truss; Shear Connection; Non-linear; Plastic Redistribution; Numerical Analysis (en)
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  • GB - Spojené království Velké Británie a Severního Irska
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  • [7CEEAEA634E8]
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  • Engineering Structures
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  • 31
http://linked.open...iv/tvurceVysledku
  • Macháček, Josef
http://linked.open...ain/vavai/riv/wos
  • 000266865400005
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  • 0141-0296
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  • 21110
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