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The Effect of Scale on the Resistance of Reinforced Concrete Beams to Shear
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Specimen A-3: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)
Dates: November 04, 2011 - December 03, 2012
Description: Specimen A-3 was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. All dimensions were scaled 2.5 times larger than the Group D specimens. The shear span to effective depth ratio (a/d) was 2....
Facility: Purdue University at West Lafayette, IN, United States
Specimen A-3 Shear Failure

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  Experiment-2: Specimen A-4: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)
Dates: March 22, 2012 - July 12, 2012
Description: Specimen A-4 was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. All dimensions were scaled 2.5 times larger than the Group D specimens. The shear span to effective depth ratio (a/d) was 2....
Facility: Purdue University at West Lafayette, IN, United States
Specimen A-4 Shear Failure

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  Experiment-3: Specimen D-3: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)
Dates: December 19, 2011 - February 02, 2012
Description: Specimen D-3 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #4 high strength longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group A specimens. The shear span to effective depth ratio...
Facility: Purdue University at West Lafayette, IN, United States
Specimen D-3 Shear Failure

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  Experiment-4: Specimen D-4: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)
Dates: December 19, 2011 - February 12, 2012
Description: Specimen D-4 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #4 high strength longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group A specimens. The shear span to effective depth ratio...
Facility: Purdue University at West Lafayette, IN, United States
Specimen D-4 Shear Failure

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  Experiment-5: Specimen D-5: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)
Dates: February 23, 2012 - April 05, 2012
Description: Specimen D-5 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #4 high strength longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group A specimens. The shear span to effective depth ratio...
Facility: Purdue University at West Lafayette, IN, United States
Specimen D-5 Shear Failure

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  Experiment-6: Specimen D-6: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)
Dates: February 23, 2012 - April 28, 2012
Description: Specimen D-6 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #4 high strength longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group A specimens. The shear span to effective depth ratio...
Facility: Purdue University at West Lafayette, IN, United States
Specimen D-6 Shear Failure

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  Experiment-7: Specimen E-1: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
Dates: June 14, 2012 - July 17, 2012
Description: Specimen E-1 was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. All dimensions were scaled 2.5 times larger than the Group F specimens. The shear span to effective depth ratio (a/d) was 2....
Facility: Purdue University at West Lafayette, IN, United States
Specimen E-1 Shear Failure

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  Experiment-8: Specimen E-2: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
Dates: August 17, 2012 - September 17, 2012
Description: Specimen E-2 was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. All dimensions were scaled 2.5 times larger than the Group F specimens. The shear span to effective depth ratio (a/d) was 2....
Facility: Purdue University at West Lafayette, IN, United States
Specimen E-2 Shear Failure

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  Experiment-9: Specimen F-1: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
Dates: June 18, 2012 - July 23, 2012
Description: Specimen F-1 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #5 longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group E specimens. The shear span to effective depth ratio (a/d) was...
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-10: Specimen F-2: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
Dates: June 18, 2012 - July 25, 2012
Description: Specimen F-2 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #5 longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group E specimens. The shear span to effective depth ratio (a/d) was...
Facility: Purdue University at West Lafayette, IN, United States
Specimen F-2 Shear Failure

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  Experiment-11: Specimen G-1: 48-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
Dates: January 15, 2013 - February 25, 2013
Description: Specimen G-1 was a 48-in. deep reinforced concrete beam with 2-in. maximum aggregate size and #18 longitudinal reinforcement. The effective depth, reinforcement spacing, cover, and aggregate size were 4 times larger than the Group F specimens. The overall...
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-12: Specimen G-2: 48-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
Dates: January 15, 2013 - April 19, 2013
Description: Specimen G-2 was a 48-in. deep reinforced concrete beam with 2-in. maximum aggregate size and #18 longitudinal reinforcement. The effective depth, reinforcement spacing, cover, and aggregate size were 4 times larger than the Group F specimens. The overall...
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-13: Specimen G-2-S: 48-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
Dates: January 15, 2013 - April 19, 2013
Description: Specimen G-3 was a 48-in. deep reinforced concrete beam with 2-in. maximum aggregate size and #18 longitudinal reinforcement. The effective depth, reinforcement spacing, cover, and aggregate size were 4 times larger than the Group F specimens. The overall...
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-14: Specimen A-6 South: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.5)
Dates: April 28, 2012 - November 04, 2012
Description: Specimen A-6 South is a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. The shear span to effective depth ratio (a/d) was 2.5. This beam is a third of a beam tested previously for lap splices...
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-21: Specimen Trial South: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=3)
Dates: April 28, 2012 - June 21, 2013
Description: Specimen Trial South is a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. The shear span to effective depth ratio (a/d) was 3. This beam is a third of a beam tested previously for lap splices...
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-22: Specimen Trial North: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=3)
Dates: April 28, 2012 - June 26, 2013
Description: Specimen Trial North is a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. The shear span to effective depth ratio (a/d) was 3. This beam is a third of a beam tested previously for lap splices...
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-23: Specimen B4 North : 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=3.0)
Dates: January 01, 2013 - July 16, 2013
Description: Specimen B4 North was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. The shear span to effective depth ratio (a/d) was 3.0. This beam is a third of a beam tested previously for lap splices...
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-24: Specimen B-3 South*: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=3.0
Dates: January 01, 2013 - July 23, 2013
Description: Specimen B-3 South* is a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. The shear span to effective depth ratio (a/d) was 3. This beam is a third of a beam tested previously for lap splices...
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-25: Specimen B-5 South: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
Dates: January 01, 2013 - July 31, 2013
Description: Specimen B-5 South is a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. The shear span to effective depth ratio (a/d) was 3. This beam is a third of a beam tested previously for lap splices....
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-26: Specimen A1 South: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=3.0
Dates: August 08, 2013 - August 08, 2013
Description: Specimen A1 South South is a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. The shear span to effective depth ratio (a/d) was 3. This beam is a third of a beam tested previously for lap splices...
Facility: Purdue University at West Lafayette, IN, United States


  Experiment-27: Specimen A-1 North: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=3.0)
Dates: January 01, 2013 - August 09, 2013
Description: Specimen A1 North is a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. The shear span to effective depth ratio (a/d) was 3. This beam is a third of a beam tested previously for lap splices....
Facility: Purdue University at West Lafayette, IN, United States
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