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Assessment of Punching Shear Vulnerability of Slab-Column Connections with Shear Stud Reinforcement
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Complete - 02/06/2013

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Experiment-4: Slab-Column Connection with RadialArrangement of Twenty SSR Assemblies with Stud Spacing of 0.5*d
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DOI:10.4231/D30P0WQ3N
Experiment Type: Large Scale
Description: 1-1/2 Story Flat Plate Slab/Column Sub-assembly with Headed Shear-Stud Reinforcement. Four shear stud rail assemblies were placed orthogonal to each face of the column, and one was placed at each column corner at a 45-degree angle to each face (20 were placed total). The spacing of shear studs on assemblies placed orthogonal to the column faces was equal to d/2. The spacing of shear studs on assemblies placed at the column corners was equal to 0.7d.
Dates: December 09, 2011 - December 14, 2011
Facility: University of Minnesota-Twin Cities, MN, United States
Equipment: View Details
Specimen Type: Slab-Column Connection
Material: Component 1 Component 1 (view)
Sensors: Strain
Voltage
Drawings:
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Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation:
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Tags (keywords):
  1. slab-column connection
  2. headed shear stud reinforcement
  3. flat plate
  4. reinforcedconcrete
  5. punchingshear
  6. multiaxialsubassemblagetesting
Cite this work:
Eric Matzke, Carol Shield, Gustavo Parra-Montesinos (2013). "Slab-Column Connection with RadialArrangement of Twenty SSR Assemblies with Stud Spacing of 0.5*d", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D30P0WQ3N