Support

Support Options

Submit a Support Ticket

 

NEES Project Warehouse

The Effect of Scale on the Resistance of Reinforced Concrete Beams to Shear
No reviews have been created for this project. Review This Project

To compare experiments, please select at most four experiments from the experiment list below.

Sort By:   

  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

 Launch

1 Interactive Files
view data


  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

 Launch

1 Interactive Files
view data


  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

 Launch

1 Interactive Files
view data


  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

 Launch

1 Interactive Files
view data


  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

 Launch

1 Interactive Files
view data


  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

 Launch

1 Interactive Files
view data


  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

 Launch

1 Interactive Files
view data


  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

 Launch

1 Interactive Files
view data


  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

 Launch

1 Interactive Files
view data
Start Prev 1 Next End
Display Num Results 1 - 10 of 10