TECHNICAL PAPERS
Jul 29, 2010

Dynamic Tensile Testing of Kevlar 49 Fabrics

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 3

Abstract

Measurement of deformation history during a high-speed mechanical test plays an important role in establishing the dynamic behavior of materials. Traditional strain measuring techniques such as extensometers and strain gauges have limitations such as frequency response and range of strain. Kevlar 49 fabrics were tested in tension within a strain-rate range of 25 to 170s-1 using a high-speed servohydraulic testing system. Results show that the dynamic material properties in terms of Young’s modulus, tensile strength, maximum strain, and toughness increase with increasing strain rate. The woven nature of Kevlar 49 fabric results in large displacements and shape changes during tests. Noncontacting strain measuring technique is therefore highly preferred. A technique was developed using image analysis to obtain the deformation of Kevlar 49 fabrics at the tested strain rates. Using image analysis results, the stress-strain curves of Kevlar 49 fabrics at different strain rates were constructed and compared with those based on stroke measurement. Good agreement was obtained between these two methods.

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Acknowledgments

This work was supported by the Federal Aviation Administration’s Airworthiness Assurance Center of ExcellenceFAA and with additional support from the Aircraft Catastrophic Failure Prevention Program. The authors would like to acknowledge use of facilities within the Center for Solid State Science at Arizona State University for the SEM images.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 3March 2011
Pages: 230 - 239

History

Received: Oct 16, 2008
Accepted: Jul 4, 2010
Published online: Jul 29, 2010
Published in print: Mar 1, 2011

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Authors

Affiliations

Deju Zhu, Ph.D. [email protected]
Graduate Research Associate, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287. E-mail: [email protected]
Barzin Mobasher, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287 (corresponding author). E-mail: [email protected]
Subramaniam D. Rajan, Ph.D. [email protected]
M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287. E-mail: [email protected]

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