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NEES Project Warehouse

Hybrid Masonry Seismic Structural Systems
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Complete - 09/27/2013

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Experiment-5: Preliminary Masonry Prism Compression Tests
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DOI:10.4231/D3XW47W4G
Experiment Type: Other
Description: Concrete masonry prism testing at the University of Illinois at Urbana-Champaign: both grouted and ungrouted prism compressive strength were tested using the 600 Kip MTS uniaxial servo-controlled hydraulic frame. Compressive strength was measured with an internal load cell in the testing frame while displacement was measured with an extensometer attached to the prism. Resultant stress-strain figures were constructed.
Dates: June 01, 2011 - June 01, 2011
Facility: University of Illinois at Urbana-Champaign, IL, United States
Equipment:
Specimen Type: Masonry Prism Test (view)
Material: Grouted Prism Grouted Prism (view)
Ungrouted Prism Ungrouted Prism (view)
Sensors: Masonry Prism Tests Sensors
Drawings:
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Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
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Documentation:
Related Documents:
Analysis:
No files available
Images:
Tags (keywords):
  1. Prism strength.
  2. material testing
  3. concrete masonry
  4. compression testing
Cite this work:
Timothy Gregor (2013). "Preliminary Masonry Prism Compression Tests", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3XW47W4G