TECHNICAL PAPERS
Oct 14, 2010

Testing of Cementitious Materials under High-Strain-Rate Tensile Loading Using Elastic Strain Energy

Publication: Journal of Engineering Mechanics
Volume 137, Issue 4

Abstract

This paper describes a new test system that relies on sudden strain energy release to subject cementitious composite specimens to high-strain-rate tensile loading. The proposed system is (1) more cost effective to build and smaller than existing systems; (2) can be used to test larger specimens, which is an important advantage for cementitious materials; and (3) can be conveniently adjusted to achieve a broad range of strain rates. The theoretical potential of the device is discussed and equations that describe the operation of the system are developed and used to identify influential variables. A computational simulation model of a prototype system is presented and exercised to quantitatively explore the influence of key variables on the accuracy of measured results. The new system has the potential for conducting accurate high-strain-rate testing of cement-based materials in direct tension.

Get full access to this article

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

Acknowledgments

The research described herein was sponsored by the National Science Foundation under Grant No. NSFCMS 0754505 and the University of Michigan. The first writer acknowledges the financial support from Basic Science Research Program through the National Research Foundation of Korea (NRF) by the Ministry of Education, Science and Technology (UNSPECIFIED2010-0003161). The second writer acknowledges the financial support by a fellowship within the Postdoc-Programme of the German Academic Exchange Service (DAAD). The writers are grateful to the sponsors for their financial support. The opinions expressed in this paper are those of the writers and do not necessarily reflect the views of the sponsors.

References

Bischoff, P. H., and Perry, S. H. (1991). “Compressive behavior of concrete at high strain rates.” Mater. Struct., 24, 425–450.
Bischoff, P. H., and Perry, S. H. (1995). “Impact behavior of plain concrete loaded in uniaxial compression.” J. Eng. Mech., 121(6), 685–693.
Cadoni, E., Albertini, C., and Solomos, G. (2006). “Analysis of the concrete behavior in tension at high strain rate by a modified Hopkinson bar in support of impact resistant structural design.” J. Phys. IV, 134, 647–652.
Elfahal, M. M., Krauthammer, T., Ohno, T., Beppu, M., and Mindess, S. (2005). “Size effect for normal strength concrete cylinders subjected to axial impact.” Int. J. Impact Eng., 31, 461–481.
Grote, D. L., Park, S. W., and Zhou, M. (2001). “Dynamic behavior of concrete at high strain rates and pressures: 1. Experimental characterization.” Int. J. Impact Eng., 25, 869–886.
Gupta, P., Banthia, N., and Yan, C. (2000). “Fiber reinforced wet-mix shotcrete under impact.” J. Mater. Civ. Eng., 12(1), 81–90.
Kim, D. J., El-Tawil, S., and Naaman, A. E. (2009). “Rate-dependent tensile behavior of high performance fiber reinforced cementitious composites.” Mater. Struct., 42(3), 399–414.
Koermeling, H. A., and Reinhardt, H. W. (1987). “Strain rate effects on steel fibre concrete in uniaxial tension.” Int. J. Cem. Compos. Lightweight Concr., 9(4), 197–204.
Naaman, A. E., and Gopalaratnam, V. S. (1983). “Impact properties of steel fiber reinforced concrete in bending.” Int. J. Cem. Compos. Lightweight Concr., 5(4), 225–233.
Stronge, W. J. (2000). Impact mechanics, Cambridge University Press, Cambridge, UK, 146–172.
Wille, K., Kim, D., and Naaman, A. E. (2010). “Strain-hardening UHP-FRC with low fiber contents.” Mater. Struct., in press.
Wille, K., and Naaman, A. E. (2010). “Fracture energy of UHPFRC under direct tensile loading.” FraMCoS-7 Int. Conf., Jeju, Korea.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 137Issue 4April 2011
Pages: 268 - 275

History

Received: Mar 6, 2009
Accepted: Oct 12, 2010
Published online: Oct 14, 2010
Published in print: Apr 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Dong Joo Kim, M.ASCE
Assistant Professor, Dept. of Civil and Environmental Eng., Sejong Univ., Seoul, South Korea.
Kay Wille
Assistant Professor, Dept. of Civil and Environmental Eng., Univ. of Connecticut, Storrs, CT.
Sherif El-Tawil, Ph.D., F.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Eng., Univ. of Michigan, Ann Arbor, MI (corresponding author). E-mail: [email protected]
Antoine E. Naaman, Ph.D., F.ASCE
Professor Emeritus, Dept. of Civil and Environmental Eng., Univ. of Michigan, Ann Arbor, MI.

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