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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-1: Slab-Column Connection with Orthogonal Arrangement of Twelve SSR Assemblies with Stud Spacing of 0.5*d
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DOI:10.4231/D3833MX7Q
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 d/2.
Dates: December 08, 2010 - December 10, 2010
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. headed shear stud reinforcement
  2. reinforcedconcrete
  3. slabcolumnconnection
  4. flateplate
  5. punchingshear
  6. 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 0.5*d", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3833MX7Q