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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-2: Slab-Column Connection with Orthogonal Arrangement of Twelve SSR Assemblies with Stud Spacing of 0.75*d
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DOI:10.4231/D3R49G842
Experiment Type: Large Scale
Description: 1-1/2 Story Flat Plate Slab/Column Sub-assembly with Headed Shear-Stud Reinforcement. Three shear stud rail assemblies were placed orthogonal to each face of the column (12 total). The spacing of shear studs on each assembly was equal to 3d/2.
Dates: March 03, 2011 - March 03, 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: Voltage
Strain
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. reinforcedconcrete
  2. headed shear stud reinforcement
  3. flat plate
  4. punchingshear
  5. multiaxialsubassemblagetesting
Cite this work:
Eric Matzke, Carol Shield, Gustavo Parra-Montesinos (2013). "Slab-Column Connection with Orthogonal Arrangement of Twelve SSR Assemblies with Stud Spacing of 0.75*d", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3R49G842