TECHNICAL PAPERS
Jun 1, 2006

Effects of Strain and Damage on Strain-Sensing Ability of Carbon Fiber Cement

Publication: Journal of Materials in Civil Engineering
Volume 18, Issue 3

Abstract

The strain-sensing ability of carbon fiber cement, as based on piezoresistivity, remains in the presence of damage, although the gauge factor (fractional change in resistance per unit strain) is affected by strain and damage. The longitudinal gauge factor is diminished by compressive strain by up to 70% and by damage by up to 25%. The magnitude of the transverse gauge factor is diminished by strain by up to 60% and by up to 25% by minor damage not accompanied by irreversible strain, but it is increased by up to 120% by major damage accompanied by irreversible strain. The gauge factor, whether longitudinal or transverse, is reduced in magnitude as the specimen size increases (by 13to51mm ).

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgment

This work was supported in part by the National Science Foundation.

References

Bontea, D.-M., Chung, D. D. L., and Lee, G. C. (2000). “Damage in carbon fiber reinforced concrete, monitored by electrical resistance measurement.” Cem. Concr. Res., 30(4), 651–659.
Chen, P.-W., and Chung, D. D. L. (1993). “Carbon fiber reinforced concrete as a smart material capable of nondestructive flaw detection.” Smart Mater. Struct., 2(1), 22–30.
Chen, P.-W., and Chung, D. D. L. (1996). “Concrete as a new strain/stress sensor.” Composites, Part B, 27B, 11–23.
Chung, D. D. L. (1995). “Strain sensors based on the electrical resistance change accompanying the reversible pull-out of conducting short fibers in a less conducting matrix.” Smart Mater. Struct., 4(1), 59–61.
Chung, D. D. L. (2003). “Damage in cement-based materials, studied by electrical resistance measurement.” Mater. Sci. Eng., R., 42(1), 1–40.
Chung, D. D. L. (2002a). “Electrical conduction behavior of cement-matrix composites.” J. Mater. Eng. Perform., 11(2), 194–204.
Chung, D. D. L. (2002b). “Piezoresistive cement-based materials for strain sensing.” J. Intell. Mater. Syst. Struct., 13(9), 599–609.
Fu, X., and Chung, D. D. L. (1996). “Self-monitoring of fatigue damage in carbon fiber reinforced cement.” Cem. Concr. Res., 26(1), 15–20.
Fu, X., and Chung, D. D. L. (1997). “Effect of curing age on the self-monitoring behavior of carbon fiber reinforced mortar.” Cem. Concr. Res., 27(9), 1313–1318.
Fu, X., Lu, W., and Chung, D. D. L. (1998). “Ozone treatment of carbon fiber for reinforcing cement.” Carbon, 36(9), 1337–1345.
Mao, Q., Zhao, B., Sheng, D., and Li, Z. (1996). “Resistance changement of compression sensible cement specimen under different stresses.” J Wuhan Univ. Tech., 11(3), 41–45.
Reza, F., Batson, G. B., Yamamuro, J. A., and Lee, J. S. (2003). “Resistance changes during compression of carbon fiber cement composites.” J. Mater. Civ. Eng., 15(5), 476–483.
Sun, M., Mao, Q., and Li, Z. (1998). “Size effect and loading rate dependence of the pressure-sensitivity of carbon fiber-reinforced concrete (CFRC).” J. Wuhan Univ. Tech., 13(3), 58–61.
Wen, S., and Chung, D. D. L. (2000). “Uniaxial tension in carbon fiber reinforced cement, sensed by electrical resistivity measurement in longitudinal and transverse directions.” Cem. Concr. Res., 30(8), 1289–1294.
Wen, S., and Chung, D. D. L. (2001a). “Carbon fiber-reinforced cement as a strain-sensing coating.” Cem. Concr. Res., 31(4), 665–667.
Wen, S., and Chung, D. D. L. (2001b). “Uniaxial compression in carbon fiber reinforced cement, sensed by electrical resistivity measurement in longitudinal and transverse directions.” Cem. Concr. Res., 31(2), 297–301.
Wen, S., and Chung, D. D. L. (2003). “A comparative study of steel- and carbon-fibre cement as piezoresistive strain sensors.” Adv. Cem. Res., 15(3), 119–128.
Wen, S., and Chung, D. D. L. (2005). “Strain sensing characteristics of carbon fiber cement.” ACI Mater. J., 102(4), 244–248.
Wen, S., and Chung, D. D. L. (2006). “Damage sensing characteristics of carbon fiber cement.” Cem. Concr. Res., in press.
Yao, W., Chen, B., and Wu, K. (2003). “Smart behavior of carbon fiber- reinforced cement-based composite.” J. Mater. Sci. Tech., 19(3), 239–242.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 18Issue 3June 2006
Pages: 355 - 360

History

Received: Jul 12, 2004
Accepted: Nov 30, 2004
Published online: Jun 1, 2006
Published in print: Jun 2006

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Kolluru V. Subramaniam

Authors

Affiliations

Postdoctoral Associate, Dept. of Mechanical and Aerospace Engineering, Univ. at Buffalo, State Univ. of New York, Buffalo, NY 14260. E-mail: [email protected]
D. D. Chung [email protected]
National Grid Endowed Chair Professor of Materials Research, Univ. at Buffalo, State Univ. of New York, Buffalo, NY 14260 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share