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NEES Project Warehouse

Behavior and Design of Cast-in-Place Anchors under Simulated Seismic Loading
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Phase I - Monotonic Tension in Unreinforced Concrete
Dates: January 29, 2010 - March 30, 2010
Description: Monotonic tension tests of single cast-in-place anchors in plain concrete.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-2: Phase I - Cyclic Tension in Unreinforced Concrete
Dates: March 25, 2010 - April 06, 2010
Description: Cyclic tension tests of single cast-in-place anchors in plain concrete.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-3: Phase I - Monotonic Shear in Unreinforced Concrete
Dates: January 13, 2010 - March 23, 2011
Description: Monotonic shear tests of single cast-in-place anchors in plain concrete.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-4: Phase I - Cyclic Shear in Unreinforced Concrete
Dates: March 02, 2010 - September 03, 2010
Description: Cyclic shear tests of single cast-in-place anchors in plain concrete.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-5: Phase I - Cyclic, Combined Loading in Unreinforced Concrete
Dates: July 13, 2010 - September 10, 2010
Description: Cyclic, combined (shear and tension) tests of single cast-in-place anchors in plain concrete
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-6: Phase II - Monotonic Tension in Reinforced Concrete
Dates: September 14, 2010 - September 14, 2010
Description: Monotonic tension tests of single cast-in-place anchors (0.75 in. diameter F1554 Grade 55) in reinforced concrete. Only two tests are available. Most tension tests of reinforced anchors were tested in Phase III
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-7: Phase II - Cyclic Tension in Reinforced Concrete
Dates: September 15, 2010 - September 24, 2010
Description: Cyclic tension tests of single cast-in-place anchors in reinforced concrete. Most tension tests of reinforced anchor are in Phase III.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-8: Phase II - Monotonic Shear in Reinforced Concrete
Dates: September 13, 2010 - November 19, 2010
Description: Monotonic shear tests of single cast-in-place anchors in reinforced concrete.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-9: Phase II - Cyclic Shear in Reinforced Concrete
Dates: September 17, 2010 - October 14, 2010
Description: Cyclic shear tests of single cast-in-place anchors in reinforced concrete.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-10: Phase III tests - Single anchor in reinforced concrete under tension (reference)
Dates: May 13, 2011 - May 16, 2011
Description: 2 monotonic and 2 cyclic tension tests of anchors in unreinforced concrete: two specimens had a 6-in. edge diatance and the other two had 10-in edge distances.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-11: Phase III tests - Anchors with Type B reinforcement
Dates: May 17, 2011 - May 20, 2011
Description: 1 monotonic and 3 cyclic tension test of anchors with Type B reinforcement (2 No. 6 stirrups). The edge distance is 10-inch.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-12: Phase III tests - Anchors with Type C reinforcement
Dates: May 18, 2011 - May 23, 2011
Description: 1 monotonic and 3 cyclic tension test of anchor with Type C reinforcement (6 No. 4 + 2 No.3 stirrups). The edge distance is 6-inch.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-13: Phase III tests - Anchors with Type D reinforcement
Dates: May 25, 2011 - May 27, 2011
Description: 1 monotonic and 3 cyclic tension tests of anchors with Type D reinforcement (4 legs of four No. 4 stirrups).
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-14: Phase III tests - Anchors with Type E reinforcement
Dates: May 25, 2011 - May 26, 2011
Description: 1 monotonic and 2 cyclic tension tests of anchors with Type E reinforcement (4 No.4 + 2 No.3 + 2 No.4).
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-15: Phase III tests - Anchors with Type F reinforcement
Dates: May 28, 2011 - May 28, 2011
Description: 2 monotonic and 2 cyclic tension tests of anchors with Type F reinforcement (8 No.3). The specimens had a 6-inch edge distance.
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-16: Behavior of single headed anchors placed in plastic hinge zone of reinforced concrete columns (Phase V)
Dates: January 27, 2012 - May 02, 2012
Description: Concrete members are expected to develop cracks and concrete spalling in an earthquake, as observed in laboratory tests and previous earthquakes. On the other hand, the current building codes and design guidelines for anchors are based on experimental...
Facility: University of Wisconsin-Milwaukee, WI, United States


  Experiment-17: Wall Anchor Connection Test
Dates: July 26, 2012 - August 03, 2012
Description: The tests in Phase IV of the NEES-Anchor project was design to verify if the code-conforming anchor reinforcement is sufficient to support the anchor connections in plastic hinge zones of a reinforced concrete (RC) wall. Specifically, two 4-stud connections...
Facility: University of Illinois at Urbana-Champaign, IL, United States


  Experiment-18: Phase O tests - Double Shear Tests of Anchor Rods
Dates: April 01, 2011 - June 02, 2011
Description: Monotonic and cyclic tests of anchor rods were used to further investigate the seismic capacity reductions for anchors in shear. This additional study was conducted to identify the key parameters that affects the seismic behavior of anchors in shear...
Facility: University of Wisconsin-Milwaukee, WI, United States
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