SBIR/STTR Phase I: Using Variable Polarization Ultrasonic Shear Waves to Isolate and Quantify the Competing Effects of Microstructure and Stress on the Acoustic Properties of Steel

Award Information
Agency:
National Science Foundation
Branch
n/a
Amount:
$99,958.00
Award Year:
2002
Program:
SBIR
Phase:
Phase I
Contract:
n/a
Agency Tracking Number:
0128698
Solicitation Year:
n/a
Solicitation Topic Code:
n/a
Solicitation Number:
n/a
Small Business Information
Analogic Engineering, Inc.
320 West Whalen St., Box 873, Guernsey, WY, 82214
Hubzone Owned:
N
Socially and Economically Disadvantaged:
N
Woman Owned:
N
Duns:
n/a
Principal Investigator:
Steven Turner
(307) 836-3108
analogic@prairieweb.com
Business Contact:
() -
Research Institution:
n/a
Abstract
This Small Business Innovation Research (SBIR) Phase I project will develop prototype equipment to achieve control of acoustic shearwaves in ferromagnetic materials, and introduce innovative technology to enable scientists and engineers to utilize variable shear wave polarization as a new tool for measuring and characterizing material properties. This will greatly enhance non-destructive testing of metals.To establish the feasibility of the proposed technique, a specially configured Electromagnetic Acoustic Transducer (EMAT) will be used to demonstrate electronic steering of shear wave polarization. Acoustoelastic relationships, relative to polarization angle, will then be analyzed for several steel samples of varying microstructure with the objective of establishing a measurement method capable of accurately determining longitudinal stress, independent of sample microstructure. Commercial applications exist for both rapid, in-situ, nondestructive assessment of microstructure, and for longitudinal stress measurement in steel members. Specific examples include monitoring and process control at critical stages of steel manufacture and thermomechanical processing; improving railroad safety through early detection and preemptive correction of extreme rail stress that can contribute to train derailments; and verification of correct load distribution in older or compromised steel structures such as bridges, stadiums, factories and multi-story steelframe buildings.

* information listed above is at the time of submission.

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