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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-3: Slab-Column Connection with Twelve Radial Arrangement of SSR Assemblies with Stud Spacing of 0.5*d
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DOI:10.4231/D34B2X44G
Experiment Type: Large Scale
Description: 1-1/2 Story Flat Plate Slab/Column Sub-assembly with Headed Shear-Stud Reinforcement. Two 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 (12 were placed total). The spacing of shear studs on all assemblies was equal to d/2.
Dates: July 19, 2011 - July 21, 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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Analysis:
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Tags (keywords):
  1. slab-column connection
  2. reinforced concrete
  3. flat plate
  4. punching shear
  5. multiaxialsubassemblagetesting
  6. headed shear stud reinforcement
Cite this work:
Eric Matzke, Carol Shield, Gustavo Parra-Montesinos (2013). "Slab-Column Connection with Twelve Radial Arrangement of SSR Assemblies with Stud Spacing of 0.5*d", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D34B2X44G