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A New Real-Time, Non-Contact Transfer-Length Measurement Technique Dr. Terry Beck (Mechanical Engineering) Dr. Robert Peterman (Civil Engineering) Dr.

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Presentation on theme: "A New Real-Time, Non-Contact Transfer-Length Measurement Technique Dr. Terry Beck (Mechanical Engineering) Dr. Robert Peterman (Civil Engineering) Dr."— Presentation transcript:

1 A New Real-Time, Non-Contact Transfer-Length Measurement Technique Dr. Terry Beck (Mechanical Engineering) Dr. Robert Peterman (Civil Engineering) Dr. John Wu (Industrial Engineering) Weixin Zhao (Industrial Engineering) Inventors:Inventors:

2 What is the problem for which you have a solution ?

3 Why Measure Transfer Length? Used for calculation of shear capacity Used for calculation of stresses Has been shown to often be a good indicator of strand development length Could be used as a tool to screen out potentially poor-bonding mixes

4 How is the problem being solved now? What’s wrong with current solutions? We simply don’t measure it?

5 Why Don’t We Measure Transfer Length at the Present Time? There is currently not a convenient or time-efficient method to get this information The current method(s) interrupt the daily casting and de-tensioning sequence

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7 Current Tool Whittemore Gauge

8 Strain in Pretensioned Concrete Member

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10 What is our solution? Non-Contact Measurements Portable as Current Tool Much Higher Precision More Flexible

11 Concept of Laser Speckle

12 Photograph of Laser Speckle on Concrete

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15 Peak Distances vs. Strains Measures 0.02mm deflection0.10mm deflection0.20mm deflection

16 Actual experimental work we have performed?

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19 Concrete beam cutting experiment Prototype Design Experiment Setup Beam Cutting

20 Cutting Pretensioned Specimen

21 Comparison of Different Strain Gauges

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23 Prototype Specification 4  1/4 inches 8 in Resolution: < 10  m Weight: 3 lbs Dimension: 11”x6”x4” Measurement speed: 15 samples/second Optical Sensor

24 Concrete Cylinder Compression Experiment Electronic Strain Gage Optical Strain Gage

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26 Concrete Cylinder Results

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28 What is the closest prior art that might be cited against the novelty of your invention? None !

29 What Still Needs to Be Done? Continue to Gather SCC Mix Ingredients Cast Pretensioned Transfer-Length Specimens Members from 5 mixes used in SCC bond study Compare Whittemore Gage Results with Optical Results

30 Additional K-State Personnel Have Been Added Commercialization Manager. 2 MBA Students (Final Project). Product Design Engineer. 2 Other Design Engineers (Optics and Electrical). Precision Optical Measurements, Inc.

31 The Goal Version 1 available for use this summer. For sale within one year (Approx. $20k)

32 The Future

33 Measurement Surface Traverse Sensor Auto Measuring System

34 Delta Strain Rosette

35 Who specifically would be a possible commercial partner or licensee for your invention? Precision Optical Measurement Inc. Advanced Manufacturing Institute

36 Questions?


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