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Full-Scale RC and HPFRC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization
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Complete - 12/09/2013

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Experiment-8: CIII-2 UHPFRC Space-Frame Column under Symmetric Cyclic Loading (ACI 374)
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DOI:10.4231/D36M3340C
Experiment Type: Large Scale
Description: A column made with ultra high performance fiber reinforced concrete (UHPFRC) with a square cross section of 28” x 28” and a clear height of 8’-10” was subjected to an axial load equal to 30% of the gross concrete compression capacity followed by a symmetric cyclic displacement reversals until the lateral resistance of the specimen degraded to 20% or less of the peak resistance exhibited during the test. The test was conducted at the Multi-Axial Subassemblage Testing (MAST) facility at the University of Minnesota-Twin Cities.
Dates: April 24, 2013 - April 29, 2013
Facility: University of Minnesota-Twin Cities, MN, United States
Equipment: View Details
Specimen Type: RC Space Frame Column (view)
Material: Column Column (view)
Sensors: SP8 Voltage Channel Sensors
SP8 Strain Channel Sensors
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Tags (keywords):
  1. UHPFRC
  2. RC
  3. Column
  4. MAST
  5. UMN
  6. UTA
  7. Collapse
Cite this work:
Alireza Nojavan, Arturo Schultz, Xuejian Liu, Sanputt Simasathien, Guillermo Palacios, Shih-Ho Chao, Curt Haselton, Hajin Choi, John Popovics (2014). "CIII-2 UHPFRC Space-Frame Column under Symmetric Cyclic Loading (ACI 374)", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D36M3340C